HomeMy WebLinkAboutNOA Aluminum Tube MullionDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors, Inc.
3780 W 104 Street
Hialeah, FL 33172
4]
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, FL 33175-2474
T (786) 315-2590 F (786) 31572599
www.miamidade.gov/economy
I,
CODE COMPLIANCE
SCOPE: oaT. LUCI� COUNTY:
This NOA is being issued under the applicable rules and e i s vernmg the use of construction
materials. The documentation submitted has been revieweepy Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid- after the expiration date stated below. The Miami -Dade County Product Control
Section (In' Miami -Dade County) and/or the AHJ (in areas other than_ Miami -Dade County) reserve the right
to have .this product or material tested for. quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the, right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded ludnuin,Taube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA..
ADVERTISEMENT: The NOA number preceded by the. words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy , of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0630.11 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The'submitted documentation was reviewed by Sifang Zhao, P.E.
DV
F I L �rOq_ Q 00406.08
CWA�MlE'Cc7UNTX" `' Expiration Date: May 26, 2026.
- 08/20/2020 Approval Date: August 20, 2020
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: -EVIDENCE SUBMITTED
1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
1 through 25 of 25, dated'08/29/11, with. revision B, prepared by manufacturer, .signed -
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per, FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411-.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report. No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition and with FBC 6th Edition (2017), prepared by manufacturer, dated 01/29/15,
signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1., None.
F. STATEMENTS
1. Statement Letter conformance to FBC 5th Edition (2014) and with FBC 6th Edition
(2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony
Lynn Miller, RE
2. Statement, letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Private Labeling Agreement document in conformance to Product Control guidelines
dated 02/15/16 signed by Mario Ferrucci III.'
G. OTHERS
1. None. ..
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.08
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMTTED
A. DRAWINGS
1. Drawing No. 7300JR, titled. "Heavy Duty Clipped Aluminum Tube Mullions", sheets
I through 25 of -25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. -CALCULATIONS
_ _
1. Anchor Calculations and Structural analysis complying with.FBC 611 Edition (2017)
and with FBC 71h Edition .(2020) and, prepared by manufacturer, dated 04/01/2020,
signed and sealed by Anthony Lynn Miller, P.E
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. . None.
F. STATEMENTS
1. Statement letter of conformance to FBC 61h Edition (2017) and FBC 71h Edition
(2020) and, dated March 30, 2020, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 30, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. This NOA revises and renews NOA #17-0630.11, expiring on 05/26/2021.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.08
Expiration Date: May 26, 2026
Approval Date: August 20, 2020.
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE [—OPENINGWIDTHFORVERTICALMULLMULLIONS / SEE DETAILS
I
A•D.G.H;
,G,H;
SHEETS24
SEE DETAILS I Il I I I
A THRU
SHEETS 2-4
I
I / III
MULL
LENGTH
/SEE DETAILS
HORIZONTAL A-D.G,H;
MULL SHEETS 2-4
LENGTH HORIZONTAL
MULL
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS .
INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
SHAPE
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE V3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A THRU G; ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWESTDESIGN
/ SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
OPENING
HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORIZONTAL
SEE DETAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
—SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
-AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESTRATION - 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATOR; DEWALT ULTRACON+ NONS.
PRODUCTS MAY
—BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTI
MANUFACTURED BY CGL FENESTRATION PRODUCTS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ '
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL F—OPENING W1DT" F—— HORM MULL LENGTHj
LENGGTH I—
Yf 4 OPENING
HEIGHT
OPENING MULL y FOR
HEIGHT LENGTH Y MU L �' �' fN MULL
TTH
L L
OPENING WIDTH
SINGLE MULLION SINGLE MULLION �FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
-, SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE IABOVE
CODES/ STANDARDS USED:
*2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -
*ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100.16
•AISC 360-16
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR° OR'TRIANGULAR/TRAPEZOIDAU.
GENERAL NOTES ........... ............ 1
INSTRUCTIONS ............... _........... _ 1
ELEVATIONS ................................... 1
MULL TO 2X WOOD ................. _.... 2
MULL TO 1X & MASONRY_._........ 2
INSTALLATION NOTES._ .............. . 2
MULL TO MASONRY ....................... 8
MULL TO STEEL STUD ....... _....... 3
MULLTO MULL...................... _....... 3
ALTERNATATE CUPS .................... 4
BAY MULL INSTALLATION..............4
1 X 2 X .125 MULL SPECS ............... 5
1 X 2 X .375 MULL SPECS .............. 6
1 X 2.75 X .375 MULL SPECS......_.7
1 X 2.75 X .B5 MULL SPECS ............ B
1 X 3.125 X.500 MULL SPECS........ B
1 X 4 X.125 MULL SPECS ............... 10
1 X 4 X.375 TUBE MULL SPECS.... 11
1 X 4 X .375 'T" MULL SPECS._..... 11
1.75 X 3A88 X.265 MULL SPECS...12
125 X 3.25 X.100 MULL SPECS.__ 13
125 X 3.25 X.624 MULL SPECS.._.14
1.25 X 3.94 X .624 MULL SPECS.....15
2 X 4 X.25 MULL SPECS .._............ 16
2 X 6 X .25 MULL SPECS ............ 17
1.26 X 2.11 X.125 MULL SPECS.... 18
30' X 325 BAY MULL SPECS.._..... 19
45' X 3.25 BAY MULL SPECS......._ 20
MULLION & CUP DIMENSIONS..,... 21-23
EXAMPLES 1 & 2............___._._._24
LOADING EXAMPLES ..... ............. 25
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT') FROM TABLES 1ATHROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPACITY (LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/Ff') FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIM) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
as comp)ying with the Florida
Building Coda
NOA-No: 20-0406.08
Expiration Date 05/26/2026
By
Mlam -Dade Product Control
* : No. 58705
OF Qj-
'ONAL �N��`•
A. Ll/)IIN MIUMM, P.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
1 Y SEE SHEETS
EITHER THE I I I 21-23 FOR HOLE
STANDARD OR I' LOCATIONS
OFFSET MULL a EDGE
CLIP MAYBE I DISTANCE m
INSTALLED BY d I I I FOR WOOD /
THIS METHOD. SCREWS I' -W MAX FOR
.. ° .q ALL MULLIONS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1 B-168
ATTA HMENT
BY OTHERS,
SEE NOTE 1. '
SHE 1 ET
SIDE VIEW
FRONT VIEW
DETAIL B: MULLION
MULLION ATTACHED TO 1X FIA.AEETR1'..S�
KSTP
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN) TR
E ,
_
e .a
e a:
° d
e
EXTERIOR u
EDGE
DISTANCE e
FOR
MASONRY
7HEOMMENFFSETCUPDFOR
OIS ANCHORS
RECED
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
c 5
ess
m
eg
TYP. ANCHOR
PER SUBSTRATE, ®U ^
SEE SEE TABLES 18.130
J .MIN 2.7,KS1-•• •r.�..''...'•'I EDGE
CONCRETE OR CMU' ., DISTANCE,
SEE SEE TABLES
EDGE DISTANCE 1B-13B
FOR MASONRY
ANCHORS
SIDE VIEW
'd a EITHER THE
aSTANDARD OR da. OFFSETMULL
✓✓ CUP MAYBE
INSTALLED BY
THIS METHOD.
TYP. ANCHOR TYP. ANCHOR
'PER SUBSTRATE, PER SUBSTRATE,
SEE TABLES 1B-16B SEE TABLES 18-13B
EDGE1END
DISTANCE BUCKSTRIP
SEE TABLES AND
1B-13B T. L
CHMENT
EMBEDMENT'.. w ! :,•: :.�; •;•. _ THERS.
e •.e'• - NOTE I,
EET,.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
INSTALLATION NOTES: '
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR
TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D,
EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. .
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL.C, SHEET3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S.
AGGREGATOR MASONRYANCHORS.
MATERIAL PROPERTIFSc
Material
Min. F,
Min. F.
Steel Screw
92 ksi
120 ksi
- 18-8 Screw
60 ksi
- 95 ksi
410 Screw
90 ksi
110 ksi
DeWaltlElco Aggre-Gator(D
' 57 ksi
96 ksi
Elco UltraCon®
155 ksi
177 ksi '
3l16." DeWalt UltraCon+(-
117 ksi
164 ksi
1/4" DeWelt UltraCon+®
148 ksi
164 ksi
606VM Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
W;
on
a:
W
EL
Q
D' 11--R
PRODUCT REVISED
as eompl ing with the Florida
BuilC ding od.
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By 7— —
. Miami -Dade Product Control
:\ OIAT
• UGENS . .47��
No. 58705
TA E?SOF
'sy�C�s •'.
A. Y/NON, MILLER` P.E.
FL P.E.# 58705
DETAIL E:
—1 azs Mm. MULLION TO MULLION o gg
DETAIL C: ` INTERSECTION NOTES:+°" epAg Z
MULLION DIRECTLY ATTACHED TO (U-CLIP) 1)MAY6EINSTALLEDIN TEE^oR°CROSS° E
MASONRY STRUCTURE "$
r
/ _ INTERSECTIONS.
(STANDARD CLIP SHOWN) C m�.
VARIES ®OS
2) MAYBE INSTALLED HORIZONTALLY �
BUCKSTRIP (SHOWN) OR VERTICALLY. LO
N
NOTCHED TO r
CLEARANCEPRIDEi BUCKSTRIPL 3) SEE U-CLIP DRAWINGS, SHEETS 21-23
0 0 ,
AND FOR CORRESPONDING MULLION. In mm Oj
FOR MULL I - ATTACHMENT TOP VIEW Z
- CLIP. I BY OTHERS,
MUWON 0 f-
SEE NOTE 1, VARIES
-_j W
I SHEET 1. —1 0
012 STEEL SCREWS,
1 SELF • DRILLING OR PRE -DRILL m Z
I I tEXTERiIOFR
/ MULLION AND USE SMS o
I —MULLION � Y
m m C3 U
I I MULLION 1— Z m
O 0
la PERTYPSU STR THE OFFSET CLIP IS 5 T-.. , m WEALLED
I pER SUBSTRATE,'RECOMMENDED FOR U)
,I•SEETABLES IS-13B FIN -FRAMED /Z j I I LINTERSECTION
IWINDOWS, BUT MAY n i° I F' i1_ EDGE DISTANCE ALSO BE USED FOR. ULLIF = • o U ¢�I:'I I -FOR MASONRY OTHER FRAME TYPES. (n
. G I I I' I ANCHORS ¢ Z <- N
CI I I �'. P Z z Q m tD
m .I.. - - Q O Z N N
° e 1 ° •mod' SEE SHEETS 21-23 FOR 1,Px A "O "O
• a. o•i - - HOLE LOCATIONS `� a
FRONT VIEW EDGE UJ —1 N'
EXTERIOR �` q a 1 �, e' DISTANCE >�>
CO
EDGE DISTANCE c .Q - SEET'BLES ~ 7
FOR MASONRY . d ' (.i Z_ Q O
ANCHORS ° d � Z 0
�.g mOmo
A ' ° s SIDE VIEW $
c o AwA
DETAIL D: e 4 - MULLION ATTACHED TO PRODUCT REVISED
TYP. ANCHOR as complying with the Florida
TYP. ANCHOR PER SUBSTRATE, STEELSTUD Building Code
PER SUBSTRATE, SEE TABLES iB-13B (STANDARD CLIP SHOWN) NOA=No. 20-0406.08
SEE TABLES 7B-13B STRUCTURE Expiration Date 05/26/2026
BUCKSTRIP y�`_.,�•�
AND TYR ANCHOR By e
ATTACHMENT PER SUBSTRATE• ® Miami -Dade Product. Control
a SEE TABLES 1B-138 _
OI MEM ,• ._ S
SEE
EMBENOTE I, .� _ •. _ p �a .
SHEETI. SEE SHEETS
EDGE 21.23 FOR
"I• DISTANCE HOLE
SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•13B a `�
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES:
EDGE
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE `� �� Op\Y L_ YNg12j
FOR STEEL STUDS THINNER THAN SEE TABLES ` .`�` ••
FRONT VIEW 16GAANDCOMPLIANT WITH THE FLBUILDING IB-13B �10ENSE'•.C�� �'
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION CODE, A 2X WOOD BACKER MUST USED.
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ATTACHMENT BY OTHERS. _ �• ; No. 58705 `
CORRECT QUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = ••-
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES:
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. • ���
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ��0�'•, TAT 0 !V ;
ANCHOR VALUES MAY BE USED. ?
(�`'•.FCURIDI`.••' \:
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. G
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 2) SEE CORRESPONDING MULLION TABLES, ZONAL 0 1'�
ELCO ULTRACON, DEWALT ULTRACON+OR DEWALT/ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. SHEETS 5-20, FOR QUANTITY OF SCREWS. A. L1�rg�11MILl�F}, P.E.
FL P.E.# 58705
EXTERIOR
(D
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-D,
SHEETS 2 AND 3FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WITH 1"X4•X.12S'
MULLION
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
CONDITIONS.
TERANCHOR
PER SUBSTRATE,
SEETABLES 18.13E
STANDARD CLIP TO BE
MODIFIED IN -FIELD.
EDGE
DISTANCE F
PERANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE. BAY OR 1.26" X 2.11"X .125" MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
_30. OR 45'
BAY MULL
I�
O O
O 0
TOP VIEW
TYP. ANCHOR
—PER SUBSTRATE,
SEE TABLES 158 OR 168
EXTERIOR
2' X S ANGLE CLIP,
2 PER MULLION END, MUST BE
INSTALLED INSIDE OF BAY MULL
INTO HOOD,
STEEL, ALUM
` OR MASONRY
Y
EDGOG OSL —C'6
1 EDGE
DISTANCE
PER
rANCHOR
ONOTES FOR INSTALLATION OPTION G & H:
G
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION,
2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
Of
0
CM
co
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No.' 20.0406.08
Expiration Date 05/26/2026
By
Mlami-Dade Product Control
0,.011 1 1 1 11 "h,/
1( LYPI,V
GENSFiC�c�`
No.58705
G *=
;icl OF
SZONAL.E�J�`��
A. t%N16ALR, P.E.
FL P.E.# 58705
TABLE 1A
- Mullion Ce aci Table Ibsff?
ANCHOR CAPACITY
Opening Width (forvertical"pamUg
muHlons) or Opening Height (for horizontally-epaming mullions)
ADJUSTMENT FORMULA:
•
ANCHOR
(DP®)X (MULLION
601n
60 in
70In
1 80 In
80In
100 in
120In
1401n
160 in
Rectangular .
Tmprrdang.
Rectanguar
Trap/rdang.
Rectangular
TraprTdang.
Rectanguiar
Trap/rdang.
Rectan�War
•
Trep7riong•
Rectangular
TopRdang.
Rectangrlar
Tmp/Tdart.
RectangWar
Trap/Tdang.
Red guler
'
TraprTdang•
CAP.,o,,,,,�
1 X2x.125
Leading
Leading
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loading
Loadng
loafing
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Leading
Lm¢ng
Alum Tube.•
•..
A
A'
P
�'
�•
F
�•
a
�•
�•
a
T
r
z
a
�•
7r
a
_
a
_ =ANCHOR CAP..,,
Mullion
ci
cR1
3
_.
cR EE
3
_$-
i
3
_
8`
3
3G
3
_
cif`
qq
a
p
�pp
5 9
..
USE THIS FORMULATO OBTAIN
c
h
5`c_
09
€�
a�
t
5L^y
a.5
'¢,
€�_
e m
`i
a
o
=.5
&
5
_
t�
o�§.5
0
'�.
cry=^
e
c r
$
3�
6
c
.$"�
c�
e�
s' w
br
o
h
_
8.
THE "ANCHOR CAPACITY
g�g
g
��
3W
9µ
i�
arc'
¢`¢
3
g
did
I'
g
d&
1
��
yy
dim
3$
fo
��
„
Eo
d`¢
f�
`d¢
3
s�
a`rc
��
�rc
�€.
�`
arc
�@.
arc
��•
�`
¢¢€,
y#t
d
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENTFORTHE
42 In
111.9
408
129.5
332
93.2
408
115.5
325
79.9
408
107.8
321
69.9
408
104.4
310.
621 .
408
1U4.0
319
55.9
405
104.0
319
46.6
408
104.0
319
39.9
40B
104.0
319
35.0
408
104.0
319
48 In
74.9
312
83.8
258
624
312
73.4
252
53.5
_
312
67.0
•248
46.8
312
63.2
246
41.6
312
61.3
244
37-5
312
61.0
244
31.2
312
81.0
244.
26.8
312
61.0
244
23.4
312
61.0
244
OPENING, WHEN IT IS LOWER
63.9
281
70.6
234
532
281
61.5
228
45.6
281
55.7
224
39.9
281
521
222
35.5
281
50.1
220
31.9
281
49.3
219
25.6
281
49.3
219
278
261
49.3
219
20.0
281
49.4
219
THAN THEMULLION CAPACITY-
52.6
247
67.5
207
43.9
247
49.8
202
37.0
247
44.8
199
37-9
247
41.5
196
29.2
247
39.4
194
26.3
247
38.4
193
21.9
247
38.1
193
18.8
247
38.1
193
16.4
247
38.1
193
(FROM THE TABLE) . I THE
SELECTED MULLION. IT WILL
38.4
200
41.2
170
32.0
200
35.4
166
27.4
200
31.5'
163
24.0
200
28.9
160
21.3
200
27.1
159
19.2
200
25.9
157
16.0
200
26.0
156
YIELD A MINIMUM ANCHOR
33.1
181
35.3
155
27.6
181
30.3
15223.7
1B1
28.9
149
20.7
181
24.5
148
18.4
1B1
22.8
144
16.6
1B1
21.7
143
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
1-2i5.
28.8
165
30.6
142
24.0
165
26.1
139
20.6
165
23.+
136
18.0
i65
21.0
134
ANCHOR OPTIONS FROM THE
-2
139
23.3
1-
18.5
Us
19.9
its
15.9
139
17.6
tie
ANCHOR CAPACITY TABLE.
18.9
125
19.7
109
15.7
125
16.8
10717.5
118
18.2
104
- -
TABLE I
substrate.
2.7k Concrete
3k Concrete
3.5k Core.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
Ancm,T7pe•
3116' Etc.
Ul e=
11V Elea
Nlydcon
3116' DeWelt
Uitmcon+
IW DeWalt
Ultraconf
5116' Eico
Ultracan
3116" Etc.
Ullracon
114" Elea
Ultmcon
3116' DBWBII
Ultracont
1W DeWall
Ultracorw
114" SS Elea
AggreGator
5116" Elco
U_Itrecon
114' SS Elco
AggreGator
910 Steel
Screw(G5)
012 Steel
Scraw(G5)
912 Steel
Scn:w(G5)
(lbs)
Edge Distance (In):
1'
2.11r
1'
2.1rr
t"
2-1tr
1"
2-1W
3-118"
r
2-112'
1- -
2.1/r
1" -
2.112"
1-
2.1/2`
2'
3.118'
7
0.48'
0.54"
0.324"
- Embedment(Inr
1.314'
1.3r4'
V4"
1314'
iwaW
1-3/4'
1-&4'
I-W
2
1-114.
1-114"
1-114'
1-114"
1-1/4'
1-114"
1-114'
1-114"
1-114'
1414'
r
1_18"
1--Vavadas
2 Amhara @4.75'Min.O.G/ Standard
or Offset Cep(Fig. 1%
390lbs
3901bs
450 Its
890Ibs
3101bs
630 Wa
220IM
870 lb3
16441hs
2701bs
280 lbs
3541bs
7401bs
230 lbs
370Ibs
3201bs
5801bs
3741bs
684 Its
9481b5
341 lbs
442W
5601bs
4 Amhara @ 1.15" Min, O.C. I Standard
(or Offset) Cgp(Fig. 2),
480 Ibs
7001bs
WA
WA
320 Ibs
12601hs
3701bs
WA
WA -
WA
380 Ws
WA
WA
WA
740 Ibs
WA
WA
- WA .
WA
NIA
6821bs
8851bs
1120 Ibs
4 Anchors @ T Min. O.C.I (2) WAngle Clips I (Fig. 3):
7801bs
78010s
680 Ibs
1560lbs
6201bs
1260 Ins
4401bs
17401bs
18961bs
540 Ibs
560 lbs
WA
7601bs
4600.
74015s
6401bs
1160 Ibs
748 Ibs
680 IM
18921bs
682Ibs
8851bs
112016s
- 2 An . @ 0.45' W. O.C. / UCeInp, e A W Alum. (Rg. 4):
WA
WA
WA
WA
WA
WA
WA -
WA
-' WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
. WA
WA
WA
7151bs
- IAnchor7 F-CUp(Fig-Gil
1951bs
185 lbs
2251bs
445lbs
1551bs
3151bs
1101bs
435lbs
822Ibs
1351bs
140lbs
1771bs
370 lbs
1151bs
185 lbs
1601bs
296 the
1871bi
3321bs
473lbs
170 tbs
2211bs
2801bs
2 Anchors @ 1.15' Min. O.CJ TZ p (Fig. 87
24016a
3501bs
WA
WA
1601bs
6. ms
1851bs
WA
WA
WA,
190 get
WA
WA
WA
3701bs
WA
WA
WA
WA
WA
341 Ihs
1 44216s
1 5601hs
NOTE: FOR THE OFFSET CLIP, -USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
B • 0.
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j
1.000"
�--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-n
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .2 000"
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .
4) SUBSTRATES: CONCRETE SHALL CONFORM TO'ACI 301 SPECIFICATIONS. HOLLOW ANO GROUT -FILLED t[I-
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
r125"
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2" X .125' MUWON
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05126/2026
By
Mlaml-Dade Product Control
LYIVIV-
.: No. 58705
D G�
o a;
O� •.• t3 ATE F ; ' (V��
NAL
A. NMI
FL P.E.# 58705
TABLE 2A
' Mullion Capacity Table ibslfe
ANCHOR CAPACITY '
ADJUSTMENT FORMULA:
Opening Width (for oerticallyspanrifng
nin lions) or Opening Height (for horizontally -spanning mull onsj
601n
601n
70 in
BO N
90 to
1001n
120 In
140 in
160 in
ANCHOR CAP:,,o,�,a,\
(DPm)X
Rectangular
Trep(Td-ng.
Recta ular
ng
Trep/rda
Rectan ular
g
Tra Tda
W
Recle War
- Tm p/rdang.
Rectangular
Trap/rdag
Rectangular
Treoading
Rectangular
Treeading
Reoading
TrL.Rbg
Rectangular
Traplrriang.
1%2%.376
Laadlrg
LoaNrg
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g
di
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Lomlrg
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Loadlrg
MULLION CAP.,®,,,,, J
Alum.Tube
Mullion
r
2.tS
r
r
r
r
g_E,
�a
R
p
IL
ra
„a
.-
_
=ANCHORCAP...a
USE THIS FORMULA TOOBTAIN
THE "ANCHOR CAPACITY
39
i
�$
3
13a
t3
cia
3
6e
�g3
3
So
3
3&
Sc
a
cRa2c
(i$
ii
iic
ii^
ti5S
ri
iiv
my
5�
t
2$
s
d¢�
E
19
4&
a
day
E
f3
d`
I
d`I
d`
g�
a
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
820
170.0
435 .
151.3
662
170.0
47B
129.7
662
170.0
506
113.5
662
169.5
618'
100.9
662
158.9
517
90.8
02
16a9
517
75.7
662
168.9
517
64.9
6W
168.9
517
58.7
662
16a9
517
481n
121.6
507
136.0
419
101.4
507
119.2
410
86.9
507
108.7
403
76.0
507
1026
399
67.6
5D7
1 99.6
397,
60.8
507
99.0
1 396
50.7
5D7
99.0
396
43.4
507
99.0
396
38.0
507
99.0
396
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.6251n
103.7
456
114.6
379
e5.4
458
99.9
371
74.1
458
90.5
364
64.8
456
B4.B
360
67.6
456
81.3
357
51.8
456'
60.0
356
43.2
456
80.0
356
37.0
456
80.0
356
324
456
'80.0
356
THAN THE MULLION CAPACITY
641n
85.4
400
93.3
336
71.2
400
1 60.8
328
61.0
400
72.7
322
534
400
67.3
.318
47.5
400
64.0
315
427
400
623
314
1 35.6
400
61.8
313
30.5
400
61.8
313
28.7
400
61.8
313
(FROM THE TABLE) OF THE
m
60 In
62.3
324
66.9
276
51.9
324
57.5
270
44.5
324
51.2
264
3a9
324
46.9
260
34.6
324
439
257
31.1
324
420
255
2aO
324
40.5
253
22.2
324
40.5
253
19.5
324
40.5
253
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
C
63 In
53.8
284
57.4
252
44.8
294
492
246
3114
294
43.8
241
3a6
294
39.8
237
29.9
294
37.1
234
2e.9
294
3a2
232
22.4
2S4
33,5
230
19.2
294
33.4
230
16.8
294
33.4
230
CAPACITY WHICH MAY BE
' 661n
4&8
268
49.6
230
39.0
268
424
225
33.4
268
37.5
221
29.2
268
34.1
218
26.0
268
31.6
215
234
288
29.8
212
19.5
268
28.0
210
16.7
268
27.7
209
14.6
268
27.7
2D9
USED TO QUAUFYADDITIONAL
. 721n
36.0
225
37.9
196
30.0
225
322
191
25.7
225
28.4
188
225
225
2a6
185
20.0
225
23.5
182
190
225
221
IN
15.0
225
20.3
177
12.9
225
19.6
176
11.3
225
19.6
176
ANCHOR OPTIONS FROM THE_
' ANCHOR CAPACITY TABLE.
781n
30.6
202
320
177
25.6
202
27.2
173
21.9
202
23.9
ITO
1112
202
21.5
167
17.0
202
19.7
165
15.3
202
1a4
163
128
202
16.7
160
10.9
202
15.9
158
9.6
202
15.8
158
781n
28.3
182
29.6
168
23.6
192
25.1
165
20.2
192
22-0
162
17.7
192
19.7
159
15.7
192
18.1
157
14.2.
192
16.8
155
11.8
192
15.2
152
10.1
192
74.4
150.
8.9
192
1 142
150
90In
18.5
144
19.0
128
15.4
144
16.1
126
98In
15.2
127
15.8
713
TABLE 2B
SUDStole:
27k Concrete
3k Ctnuele
35N Cone.
HaUDw CMU
FUled CMU
PT WWd
Metal
Anchor
Capacity
p ty
Anchor Type'
3116.0co
. ulbacon
1/4'Elco
Ullman
OI1E Dewall
UBracont
1/4•DeWelt
ulimcanr
51IG Eico
U9rson
' 3116'Elco
Unrecon
IWEka
UI12con
3tl6'DeWall
1.11 man*
7I4'OeWall
LiftmonF
1/4-SS Eko
A Gator
ggre
5I16'Eko
Ullrecoo
1/d'SS EIco
AggrEGalor
910 S1ea
acrev(GS)
o12 Steel
Screw(W)
g1251ee1
screw (GS)
abs)
Edge Olstaine(In):
1-
2-10
1"
1 2-112'
1"
2-Ve
1-
2-112-
3-0I6'
1-
2.11r
1'
2-1 re
P
2-IT
1-
2-11Y
2"
3-11g'
21
0.48'
0.54'
0.324-
EmDedmenl(In):
1247
1-W4"
1-&4-
13r4'-
i-W4-
I-W4-
1-W4'
1-314-
2
1.114"
1-1hr
1.114"
1-114,
1-1/4-
1-114-
1.114•
14/4-
1-114'
111e
2
I-wa'
1.3r8"
vales
2Amraom@475'N1In.O.C./StardanlorO%Ef
CUp(FIg.1):
3901Ds
3901DS
45003s
-89D [as
3101DS
630[Ds
220 Its
3701DS
164410s
2701bs
2110 IDs
354Its
7401D5
230 Its
37016s
320lbs
5601DS
3741DS
66411s
9461DS
3411DS
442 gas
5W lbs
4Anchors@1.15'Min O.C./Slardwd(cr02seI)CUpFg.2):
4801as
700 ros
N/A
NIA
920IDS
12EO 0s
370Its
N/A
NIA
NIA
3801DS
NIA
WA
NIA
7401DS
NIA
WA
NIA"
N/A
N/A
682lbs
8851DS
1120lbs
. 4 Ancrlors @ 3' Min. O.C. / (2)2c6 Angle Clips / (Fig 3):
7110 Ms
780 gas
6601Ds
15601DS
6M IDS
12601DS
440 Its
17401ts
18961as
540lbs
56D Ibs
MIA
760IDS
4601DS
74D IbS
6401DS
11601DS
7481DS
88016s
1892 fIS
6821bS
Ba51bs
11201bs"
2Anchors@OAV Mln. O.C./ U47Ip• inta.125' Alm. Fg. 4):
WA
WA
NIA
WA
NIA
WA
.NIA
NIA
NIA
NIA
WA
NIA
WA
NIA
WA
NIA
WA
N/A
N/A.
NIA
WA
NIA
715 Ws
1 Amhx/ F-02 (Fig 5):
1951bs
1951Ds
225 IDS
4451D5
1661DS
315 N9
110 IbS
4351bS
tY22 M5
135lbs
1401DS
1771bs
3701DS
11511s
im IDS
1601Ds,
293 IDS
197 lbs
3321DS
4731DS
17016S
221 IDS
280 Ws
2 Anchms @ 1.15' Min. O.CJ F-0Up (Fig6):
2101as
350105
NIA -
WA
1601D3
630 lbs
185 Its
NIA
NIA
N/A
19D Ibs
NIA
WA
NIA
370 IDS
NIA
WA
NIA
NIA
NIA
341 IDs
442 Pis
5601DS
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
A _ • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
• • SEE SHEETS 24 FOR GENERAL INSTALLATION'METHODS.
FIGURE 3:
• • • •
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUMGRADE33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 $ #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED .
as complying with the Florida
Building Code
NOA=No" 20-0406.08
Expiration Date 05126/2026
By
M(aml-Dade Product Control
`ry,1U111111)/�
NY.LYNNtiii
* No.58705
�O;kN'. 5 AT OF (4t
L E��•�•
A.' MILLER, P.E.
FL P.E.# 68705
TABLE M
- Capacity Table (Ibsffls
ANCHOR CAPACITY
1 Y 2.75 X
Opening vyidtff7arverb
[l-spanrt
mWllons) or Opening Height (for horizontally -spanning mullions)
ADJUSTMENT FORMULA:
ANCHOR CAP.,®,,_
(Dt?�)X )
MULLION CAP.,,,,,,.,."
501n
60 in
70 in
80 in
901n
100 in
120 in
1401.
1601.
Rectangular
Loadng
1FapRden9•
Loading
fiectaneWar
Loading
Trap?nanB•
Loading
Rectangular
toe ing
TraprhienB•
Loafing
Reetang
Lbadng
Trap/TdanB-
Loadng
Rectangular
Loading
Trapl7deng•
Loadng
Rectangular
Looting
TrapMang.
Leading-
Rectangular
Loading
TrapRdang.
Loading
ReclangWar
Loadng
TrapRdeng.
Leading
RdcfengWar
Loadng
TraplTtlan9-
tdin8
na
Tube
Mullion
a
fr�•&s
5b
r7 =•
.3
€£
A^
ri
z
4
cr
6�
W a
o $
8•5
a
u° $�
c..
u
€
f^
va
ci $
a
ci
5�
ti..
Q
•9
v...
ri
fi��
ci $
cio
r�
ri
6�
'c^
��
A
c
��
ci �.
t�
Er
c
Sg�
$
ci _
A
rS
z`
'a
ri
��_
s..
b°
A
ci
5
ci �`
E
d`�
ri
�o
s
o a
d`le
=•
rid
o.'S
ii
�o
y.
d�a:
'..•.-.
ti _
5•P
s�
3 G
drc
z..
o
�_
�.�
s @
P
�¢
=ANCHOR CAP.,,"
USETHIS FORMULATO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
620
170.0
435
170.0
744
170.0
478
176.0
668
170.0
506
2
170.0
516
170.0
1116
170.0
521
170.0
1240
170.0
521
148.7
1301
170.0
521
127.5
1301
170.0
521
111.5
1301
170.0
621
48 in
170.0
708
170.0
524
170.0
650
170.0
584
170.0
992
170.0
00
170.0
1133
170.0
661
151.8
1139
170.0
617
136.6
1139
170.0
680
113.9
1139
170.0
680[37.'
1139
170.0
680
85.4
1139
170.0
680
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
170.0
563
170.0
896
170.0
631
167.8
1032
170.0
684
146.8
1032
170.0
723
130.5
1032
170.0
747
117.4
1032
170.0
756
97.9
1032
170.0
756
1032
170.0
756
73A
1032
170.0
756
THAN THE MULLION CAPACITY
541.
00.0
797
170.0
612
161.3
907
170.0
691
138.2
907
164.7
730
120.9
907
152.5
MO
107.5
007
145.0
714
ea8
907
141.1
710
80.6
907
140.0
709
907
140.0
709
60.5
907
140.0
709
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
6
141.1
735
161.5
625
11T.6
735
130.3
611
100.8
735
116.0
599
106.2
590
78.4
735
99.6
663
70.5
735
95.1
578
58.8
735
81.8
574
735
91.8
574
44.1
735
91.8
574
,
YIELD A MINIMUM ANCHOR
831n
21.9
686
130.0
570
101.6
666
.111.5
557
87.0
fi68
98.9
T82
666
80.1
538
67.7
666
83.9
531
60.9
666
79.8
528
50.8
868
75.8
521
668'
75.9
521
38.1
866
75.8
sn
CAPACITY WHICH MAYBE
USED TO QUALIFY ADDITIONAL
c
106.0
607
1124
S22
88.3
607
96.1
511
75.7
607
85.0
501
607
77A
493
58.9
607
71.5
488
53.6
607
67.6
481
442
607
83.4
476
607
62.7
474
33.1
607
bit7
474
ANCHOR OPTIONS FROM THE
.e.I
72 in
SLB
510
B.4.8
.413
66.0
5f0
73.0
434
50.3
10
64.3
426
51.0
510.
57.9
419
4SA
510
53.3
413
40.8
MO
50.0
408
34.0
510
45.0
402
510
44.4
399
25.5
510
44.3
399
ANCHOR CAPACITY TABLE
761n
69.4
458
72.5
400
1 57.0
458
61.7
392
49.6
458
54.1
1 385
43.4
458
48.6
378
38.6
458
44.8
373
34.7
458
41.6
368
28.9
458
37.7
362
24.8
458
36.0
359
21.7
458
35.7
358
78 in
64.2
435
67.0
381
53S
435
58.8
373
45.9
435
49.8
366
40.1
435
44.7
360
36.7
435
40.9
365
321
435
38.1
351
26.8
435
34.4
U4
22.9
435
32.6
341
20.1
435
322
340
90 In
41.8
327
43.1
290
34.8
215
29.9
327
11.8
280
28.1
327
28.3
275
23.2
327
25.7
271
20.9
327
23.7
258
17.4
327
21.0
262
14.9
327
19.3
25896In
34.4
287
35.4
257
28.7
252
24.6
287
26.0
248
21.5
287
23.1
244
19.1
287
20.9
240
17.2
287
19.3
237
14.4
287
16.9
232
1081n
24.2
227
24.7
205
20.2
J32736,.4
201
17.3
227
18.0
-198
15.1
16.0
195
III In
2Z3
215
22.7
194
18.6
191
15.9
215
16.6
IN
120 In
17.8
184
17.9
167
-
TARI F 4R
_-- --
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU -
Fiffed CMU
PT Wood
Metal
Anchor
Capacity
NctnrTypa.
3/16• Elco
Ullracon
1W Elco
U tracon
3/166 Dowall
lglracon+
1/4' DBW.It
Ullraoont
5/16' Elco
Ullrecon
3/16' Elco
Ultracon
114' Elco
Ultraeon
3116' Dewar:
Ulba-
1/4' DeWalt
Ulbacom
1/4' SS Elco
Agg.Gelor
5116' Elco
Ult...n
1146SS Eko
AggreGalor
i110 SIee1
Screw (G5)
012 Steel
Screw (G5)
tn2 Steel
Screw (G5)
(lbs)
Edge Distance Mk
. 1'
2'112'
1•
2.1W
1"
2-1/7
1"
2.11r
3.11W
1'
2-1I2'
1•
2.1/2'
1'
1`
2a1r
r
3.1/8•
r
- CAW
0.64'
0.324'
E=b L.nt f.y.
1.3W
13/4'
1-314'
1314"
1-V4'
1314'
1-3/4'
1.314'
r
1.1/4'
1-114"
1-1/4'
1-114"
1-114'
1-1/4'
1.1/4'
1.1/4'
1.114".
r
13/6'
I-aw
vadas
2 Amhara @4.75'Min.O.C./ Standard
or Offset Cap(Fig. 1):
3201bs
390lbs
450 lbs
890 lbs
310lbs
6301hs
220lbs
8701bs
1644lbs
2701bs
2801bs
3541bs
740 lba
2301bs
3201bs
580 lb.
374 lbs
6641bs
946 lbs
3411hs
442lbs
560 lbs
4 Antlers @ 1.15" Min O.C. I Standard
(or Offset) Cap (Fig. 2):
480Ibs
700 lbs
WA
WA
3201bs
1260 lbs
370 Ibs
" WA
WA
WA
3801bs
WA
WA
WA
17401b.
WA
WA
WA
WA -
WA
6821bs
88516s
1120 lba
4 Anchors @ W Min. O.C.1(2) 2x5Angle Caps I (Fig. 37
780lbs
7SO lbs
6801bs
1560 Ibs
6201bs.
1260 lbs
440 lbs -
1740 Brs
18961bs
5401bs
5W lbs
WA
760 lbs
4601bs
6401hs
11601bs
748Ihs
880 U ._
1892 ms
682 Re
8951bs -
11201ba
2Anctwn @ 0.45' Mir. O.G I ILCUR Into.125 Alum (Fig. 4}
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
7151bs
1 Arwhorl FOP (Fla• 5T
1951bs
1851bs
2251bs
4451bs
15516s
3151bs
1101bs
4351hs
8221bs177Ibs370
lbs
115 lbs
160 Ibs
290Ibs
1871bs
3321bs
4731bs
1701hs
221Ibs
2802Anchoo@1.1SMin.O.CJF-05p(Fig.
6}
240lbs
35018s
WA
WA
160Ibs
6301as
1851hs
WA
WA
'WA
190Ibs
WA
WA
N/A
WA
WA
WA
WA'
WA
39110s
4421hs
S601hs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
FIGURE 5: FIGURE 6:.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \\
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as eomplying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
Byi
Miami -Dade Product Control
L YAW
* No.58705 •�
r TE OF
J
A YNO WLLW P.E.`
FL P.E.# 58705
TABLE 4A
Mullion Capacity Table bstfe
ANCHOR CAPACITY
Opening Width (for ver icafly-spanning
mulllons) or Opening Height (fo? horizortally-spanning atibiorr)
ADJUSTMENT FORMULA:
ANCHOR CAP.-,-N`1
(DP_) X (
50In
601n
70In
801n
901n
100 In
120 in
140 In
160 in
Re tanguar
Tto It no.
Rectangulat
Tmp7Tdmg.
ocar
RlengW
-9
TrepfTri.
c
RotengWar
TmplTdeng.
Rectangular
•TmpRdeng.
Rectanguar
Trap/fdeng.
Rectangular
TraprTdeng.
Rectangular
TmpRdan&
Rectangular
TrapRdang.
1 X 2.76 X
MULLION CAP.-- /
,
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Loadng
din
Loading
Leading
.650 Atum.
a
a
r
a
r
2>
a
a
>
a
a
a„
a
z
a
-
ar
r
z
a
a
aa
a
a
=ANCHOR CAP.,Tube
Mullion
7
.
Ta.
..z
aa
a
a
..
O
uo
u
u
o
oa
o
0o
u
o
fi
u
u$
S.a
u
€g
r:10
t�
ri
e�
oa
$�
u
e�
u
s'
o
`�
t
ri
uo
u
u�
o
o$
o
r:1$
ri
•oa
u
uv
o
o
u
o�
USETHIS FORMULATO OBTAIN
THE -ANCHOR CAPACITY
2 a
'2A
¢
d` a°I
� $
d` a
� o
E
-
d` rc"
�
a
f A
d` rc
d` rc
� �
d`
� rc
E �
d` re
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
020
170.0
' 436
170.0
7"
170.0
478
170.0
80
170.0
WS
170.0
992
170.0
519
170.0
1116
170.01
521
170.0
1240
170.91
521
170.0
1488,
170.0
521
158.7
1020
170.0
521
138.8
1820
170.0
521
481n
170.0
708
170.0_
524
170.0
850
170.0
554
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.9
677
170.0
1417
170.0
680
141.7
1417
170.0
680
121.5
ton
170.0
680
108.3
1417
170.0
680
OPENING, WHEN IT IS LOWER
60.625In
170.0
747
170.0
563
170.0
896
170.0
631.
170.0
t048
170.0
884
170.0
1195
170.0
723
162.6
1286
170.0
747
148.3
1286
170.0
756
121.9
1288
170.0
758
1134.5
1288
170.0
756
91.4
1268
1 170.01
756
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
54 in
170.0
797
170.0
612
956
170.0
091
170.0
1116
170.0
754
150.7
1130
170.0
803
133.9
1130
170.0
837
120.6
1130
170.0
856
100.5
1130
170.0
881
86.1
1130
170.0
861
75.3
1130
170.0
661
SELECTED MULLION. ITWILL
601n
170.0
885
170.0
701
915
1623
761
125.5
015
144.5
748
109.9
015
132.3
735
97.6
015
123.9
726
87.9
915
118.5
720
732
915
114.4
715
628
915
114.4
715f25.O
915
114.4
716
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
83 In
151.8
B30
161.E
710
[46..�
830
138.9
894
108.5
830
123.2
681
84.9
830
1122
670
84.4
630
104.8
682
75.9
830
99.4
658
83.3
830
94.5
849
54.2
830
84.1
849
830
84.1
649
USED TO QUALIFY ADDITIONAL
m
68 In
132.1
767
140.0
650
757
1I8.8
836
94.3
757
f05.9
824
6L5
757
96.1
014
73A
757
69.1
6W
68.0
757
84.2
600
55.0
757
79.0
593
47.2
757
78.2
591
757
782
591
� ANCHOR OPTIONS FROM THE
o
•mj
72In
101.7
636
108.8
552
638
91.0
540
727
838
80.1
530
83.6
638
72.2
521
58.6
.636
86.5
514
50.9
636
823
$08
424
636
572
500F18.6407
55.3
497
838
55.2
497
ANCHOR CAPACITY TABLE. -
g
761n
86.5
571
BOA
498
.
571
76.8
488
61.
571
67.4
479
54.1
571
60.6
471
48.0
571
55.5
464
43.2
571
51.8
459
38.0
571
47.0
451
44.8
447
671
44.5
448
78 in
80.0
542
a3.4
474
66.7
542
70.8
465
57.1
S42
821
456
50.0
542
55.7
449
44A
542
51.0
442
40:0
542
47.5
437
33.3
542
42B
42B
40.8
425
542
40:1
423
901.
571
467
53.7
361
43.4
407
45.4
355
372
407
39.6
349
32.5
407
35.3
343
28.9
407
32.1
338
28.0
407
29.8
3.
21.7
407
28.1
327
24.1
322
16.3
407
23.0
319
961.
479
358
44.1
320
35.8
358
372
314
36.7
358
32.4
309
26.8
358
28.8
304
23.8
35B
26.1
300
21.5
358
24.0
296
17.9
358
21.0
289
19.2
284
108 In
30.1
283
30.8
255
25.1
283
25.9
251
21.5
2B3
22.5
247
18.8
283
19.9
244
16.7
283
18.0
240
15.1
283
18.5
237
111 in
27.8
267
28.3
242
23A
257
23.8
238
19.8
267
20.6
235
17.3
287
18.3
231
15.4
267
16.5
229
,
1201n
22.0
229
22.3
209
18.3
Me
18.8
205
15.7
229
18.2
202
,
TABLE 4B
•
- Substrate:
27k Concrete
3k Concrete
3.51, C...
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
ArolarT Its:
311E Elco
ultramn
1W El..
Lgtracon
311E DeWalt
Ultmcon.
1W DeWalt
Ultmcon.
511E Elco
UhMon
311E Elea
Ultracon
1W Elco
UOmcon
311E DeWait
tIllrscon.
1/4' De Walt
Ultraconi
1/4' SS Elco
AggreGalor
571E Elco
Ullracon
1/4' SS Eico
AggreGator
WO Steel
Screw(G5)
812 Steei
Screw(65)
912 Steel
Screw.(G5)
(Ibs)
Edge Distance (In):
1'
2-1/2-
1-
2-10
1-
2-1/7
V
2.1@'
3-118"
1'
2-117
1'
2-1/7
1'
1 2-1/2'
1•
2-1/T
T
3.118'
7
0.48' .
0.54'
0.32C
Embedment 9n7
13/4'
1314'
14/4'
144'
1-W4'
I-W
1-3/4"
13/4"
T
1.1/4'
1.114'
1-1/4-
1414'
1-1/4-
1.114-
1-1/4-
1-114-
1-1/4-
1.114'
T
13/8'
1.318'
radee
2 Amhara @ 4.76' Min. O.C. / Standard
or Offset Clip (Fig. n
390 Its
3901bs
450 lbs
890 lbs
31016s
630 to.
220lbs
870 lbs
1644 lbs
270 Has
2801be
354 Rs
740 lbs
230 lbs
3701bs
320 lbs
5801bs
374 Ibs
664 lbs
9461bs
341 Ibs
. 4421ba
560 a.
4 Anthers@1.1E Mld. O.C. I Standard
(or Offset) Cop (Fig. 2}
4801W
700 lb.
WA
WA
320lbs
126016s
370 lbs
WA
WA
WA
380 lbs
WA
WA
WA
740 the
WA
WA
WA
WA
WA
68216e
- 8851
1120 Ns
4Anchors @ T Mim O.C. 1(2) 245Angle Cops I (Fig. 3t
780lbs
780 Iba
S801os
1560 lbe
620 lbs
12601ts
440 lbs'
1740 lbe
18961bs
6401bs
5601bs
WA
760 On
460 lbs
740 to$
640 Ibs
11601be
7481be
880 the
1892 it.
682 lbs
1120 to.
2ArwMra @ 0.4E Min. O.C.I UClip, Into.12EAlum. (Fig. 4)
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
A
715Ios
1 Anchor l F-01p(F7g. 4
195lbs
195 ils
225 too
445lbe
1551be
315 Ioa
1101ba
4351bs
822Ibs
1351be
140 lbs
1771be
370 lbs
115 lbs
185 lbs
1601be
290Ibs
187lbe
332 lbs
4731M
1701bs
2211os
ZBO Ills
2Anchom @ 1.1E Min O.C./ F-Clip (Fig. Si:
24016s
350Ibe
WA
WA
1601be
630 [be
18510s
WA
WA
WA
990 riff
WA
WA
WA
37016s
WA
WA
WA
WA
WA
341 Ibs
4421bs
5801ffi
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES.AS THE STANDARD CUP. Q-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS A.NDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126,
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045e THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.125- THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1' X 2.75' X .650' MULUON
0
O
CD
PRODUCT REVISED
as complying with the Florida
Building Cade
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Miami -Dade Product Control
()�JY L T IVIV ''iG
'��.•' LICENSE''/C�t(`
* No.58705
_ •: s`r
OF
0 •:14w
�S'ONAL
A. LYN� �I�IIER, P.E.
FL P.E.# 58705
TABLE 5A
Mullion Capacity Table Ibsfie
Opening Width (for vertically-spanrlrg
mullions) or Opening Height (foe horizontally -sparring mullions)
501n
50 in
70In
80 in
90 in
1001n
120 in
140In
1601n
1" lr 3.125" x
Rectangular
Leading
Trapl7dang•
Loading
Rectangular
Leafing
Trap)Tdi ng.
Loading
Rectangular
Loading
Trepridong.
Loading
Rectenguar
Loadng
TmpfVang.
Loading
Rectangular
Loading
TreplTdang.
Leading
RecterlgWar
Loading
Tmprrdang.
Loading
Rectangular
Leading
TmprTdanB•
Loading
ReclengWar
Loading
Tmpfrdang.
Loading
Rectangular
Loading
Trap/Tdang.
Loading
.600" Alum
Tube Mull
r
0
r
�.�.
0
r
S
0
o`
b"
r
��.
o m
«
r
o
o�
c
r
oa
r
ri
g ff
c�
r
oa
t9
k
o
o�
c�
r
`�
cis
s.9
&
r
o
o�
c�
�c
r
�•1.
09
sE
d`a;
r
m
o
c
fc
r
ag
cis
z�
d`¢
r
o
s�.
3�
sc
r
ag.
rim
rs
o
�¢
g
�"
y
_'�
.3 ;r•
Ec
r
u 1!r;
is
c
d`¢
r
S
c
2-
r
$2
o �
t�
c
d`M
r
o
`_
2
r
�2,
oa
•�,
�¢
r
�_
_�
�c
r
a�
vo
d`rc
r
u_
02
fc
r
a�
ov
z�
�rc
r
ci
s�
fc
r
o�
rigg
tv
�¢
a
o
a
Ec
r
a
Too
z�
d`•C
r
ci
i;�
2c
r
a3�,
civ
rb
d`
,k
o
�
fc
r
ov
t�
r
u
o£
�c
r
a
�e
sc'B
K
¢
421n
170.0
620
170.0
435
170.0
744
170.0
476
170.0
888
170.0
508
170.0
092
170.0
519
170.0
1118
1 170.01
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
154.4
1802
170.0
621
481n
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
157.7
1577
170.0
680
135.1
1577
170.0
680
118.2
I
170.0
else
80.8251n
170.0
747
1 170.0
563
170.0
896
1 170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
1 170.0
747
170.0
1494
170.0
758
141.71
1495
1 170.01
756
121.51
1495
1 170.01
758
106.3
1495
1 170.01
756
641n
170.0
797
170.0
a12
170.0
956
170.0
691
nob
1116
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
837
149.6
1401
170.0
856
124.6
1401
170.0
861
108.8
1401
170.0
981
93.4
1401
170.0
B61
60 In
170.0
885
170.0
701
170.0
1063
170.0
707
158.5
1156
170.0
878
13BJ
1158
187.0
028
123.3
1158
158.5
917
111.0
1158
149.7
010
92.5
115e
144.5
903
79.3
1156
144.5
003
69.4
1158
144.5
803
631.
170.0
930
170.0
745
159.8
1049
170.0
850
137.0
1049
155.5
860
119.8
1049
141.7
846
108.5
1049
132.0
838
95.9
1049
125.5
828
•79.9
1049
118.3
820
68.5
f049
118.9
81B
59.9
1049
118.9
819
.G
$
c
88 In
186.8
955
170.0
789
139.0
955
151.3
804
118.1
955
133.7
788
f042
955
121.4
775
928
B55
7128
785
83.4
855
106.4
757
69.5
955
99.0
749
59.8
955
9el.7
748
521
955
88.7
748
0
J
72 in
128.5
803
134.9
697
107.0
803
114,9
882
91.8
803
101.1
870
80.3
803
91.2
859
71.4
803
63.0
649
64.2
Bin
79.6
842
113.,5
803
72.2
832
45.9
803
69.8
828
40.7
803
69.7
627
761.
100.2
721
114.1
829
01.0
721
97.0
616
78.0
721
85.1
635
68.3
721
76.5
595
60.7
721
70.1
588
64.6
721
65.4
579
45.5
721
59.4.
569
39.0
721
56.6
564
34.1
721
56.1
563
781n
101.0
684
105.4
599
842
684
89.4
587
722
684
78.4
570
63.1
684
70.4
567
56.1
684
64.4
558
50.5
684
59.9
551
421
884
54.1
541
36.1
SU
51.3
536
31.6
884
60.6
534
901n
65.8
514
67.0
456
54.8
514
514
60.0
440
41.1
614
44.6
433
38.5
514
40.
4427
329
514
37.3
421
27.4
514
33.0
412
23.5
514
3..4
40g
20.8
514
29.0
403
98 in
54.2
452
55.7
404
45.2
452
452
40.9
390
33.9
452
36.4
384
30.1
452
329
37827.1
452
30.3
373
22.6
452
28.6
365
19.4
452
24.2
359
16.9
452
22.5
355
1081n
381
357
38.0
322
31.7
357
&"147.0
357
28.4
312
Z3.8
357
25.2
308
21.1
357
Z2.7
30319.0
357
20.8
299
15.9
357
18.0
293
13.6
357
16.2
287
11.9
357
15.0
2831
338
35.8
306
29.2
336
338
28.1
298
21,9
338
23.1
292
19.5
338
20.8
288
17.5
338
19.0
284
14.6
338
16.5
278
12.5
338
14.8
273
11.0
338
13.6
269
209
20.2
283
27.1
289
289
20.5
256
17.3
289
18.1
252
15.4
209
16.3
249
13.9
288
14.9
248
11.8
289
12.8
240
9.0
T8B
11.4
238
8.7
289
10.4
232
TARI F SR
ANCHOR CAPACITY
ADJUSTMENT FORMULA: -
(DP"e)X rANCHORCAP.,o,„",\
l`MULLION CAP_-)
=ANCHOR CAP._
USE THIS FORMULATO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE.
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
Substrate:
2.7k Concrete
3k Concrete
3.5k Cone.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
MxMrT 7�-
3116' Elco
Ullrecon
1/4' Elco
Ulreeon
V16' DeWall
UBmcon.
1/4" DeWalt
Ullrecon+
5/16" Elm
Ultracen
3119' Elco
Utracon
114" ERo
Uittacon
311T De Wail
Ull.eon+
111v DeWalI
Utracom
1/4" SS Elea
AggreGator
5116" Filco
Ultiacon
1144 SS Floo
AggmGalor
.#10 Steel
Screw (G5)
#12Steel
Screw (G5)
072 Steel
Screw (G5)
(Ibs)
Edge Dislarme (n}
1.
-2-11Z'
1"
2-12"
V
2412'
V
2.12'
3.118"
V
2-1/2'
V
2-112•
1"
2.11r
P
2-112"
Z.
3.118,
Y
0.4V
0.54"
0.324-
Emhedment 8nL
1314"
13/4"
1.V4'
1.3/4'
1-314'
11-W
1-3/4'
1-3w
2'
1-1/4'
1-1/4"
1-114'
1-114'
1.1/4"
1-1/4'
1-1/Ir
1-114'
1-im
I.1W
T
13/8'
1-31W
wades
2 Anchors @ 4.75' Min. O.C. / Standard.,
Offset CBp(Fig. 7):
3901bs
3901es
450 Los
890lbs
3101bs
6301bs
220 lbs
670lb5
1644 lbs
2701bs
280 Ns
354 lbs
740 ills
230 lba
370165
320 lbs
580 Ibs
3741be
664 lbs
946lba
341 Ibs
4421bs
560 lbs
4 Anch m @ 1.16" Min. O.C. / Standard
(or Offset) alp (Flg. 2}
480Ibs
700 Ibs
WA
WA
3201bs
12601bs
370 lbs
- WA
WA
WA
380 lbs
WA
WA
WA
74016s
WA
WA
WA
1-NA
WA
- 682 lbs
885lbs
1120 lbs
4 Anchors @ 3' Min. O.C. / (2) 2.5 Angle Cap. / (Fig. 3%
7801bs
780 lbs
680 lbs
1560lbs
e20Ibs
12501bs
440 lbs
' 1740 [be
19961bs
54016s
560 14
WA
760 lbs
460 lbs
740 [be
640 les
1160lbs
748 lbs
680 1bs
18921bs
682lba
I1851bs
1120 lbs�
3Anchom @ 0.45' Min. O.C. / LICBp• Wo.1ZS Alum (Rg.4):
WA
WA
WA
WA
WA
WA
- WA -
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
1073 lbs
1 Anchor/FWp(Fig. 5}
195lbs
1951bs
2251b5
4451bs
155lbs
315 Ibs
1101bs
435 ft
0221bs
135lbs
140 lbe
1771bs
370 Un
1151bs
18516s
160�
290�
1B71hs
3321bs
4731bs
17016s
22116s
280Ibs
Z Armhors @ 1.15' Min. O.CJ F-COp (Fig. Bp
2401bs
3501bs
WA'
WA
1801bs
8301hs
1651bs
WA
WA
WA
190 8ss
WA
WA
WA
370 1bs
NIA
WA
WA
WA
WA -
341 Qe
4421Ds
560 Ibs
NU It: I -UK I Ht UrI ihI UUY, U5h I Ht: JAMt ANUHUK FA I tKN ANU ANUHUM VALUM A� I r1=. IANUMIJ I LIY.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
PRODUCT REVISED
as complying with the Florida .
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By 0-
Miami-Dade Product Control
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
F-1.000"^I
3 125"
Din,"
\t 111111//
���Y L:i Nn/
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
LICENSEi(<1F
��
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
F-;' ',•
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
_ No. 58705
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED.
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
_
� •; Y 0 =
.!411
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
STAT OF
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
,1" X 3.125"X .5' MULLION
:'
0 T'•- a
.045"
TEND AT LEAST 3 SCREW THREADS BEYOND
LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND
VF MULLION)
�`- ••. .......
S- G
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
i
�W77s 0IJtSNAL
E:
A. LYIILLeR, P.E.
FL P.E.# 58705
TARI_F BA
Mullion Capacity Table (lbs/@2)
ANCHOR CAPACITY
Opening Width (foraer6cally-spannirg mUlions) or Opening Height (forhorizontally-sperrrtnrg mullions)
ADJUSTMENT FORMULA:
1x4x.126
501n
60In
701n
801n
901n
too*.
12D in
1401n
160In
(ANCHOR
(DPd")X k - )
MULLION CAP.,,",,.,,
Rectangular
Loaning
TrepRrieng,
Loading
Reetanguar
Loading
TrspRdanh•
Loading
Rectanp�lar
Loading
TraplTdeng.
Loafing
ReclangWer
Loading
TrepJTdong.
Loading
Rectangular
Loading
Treprtdeng.
Loading
ReclangWar
Loading
TrepRdeng.
Loading
Rectangular
Loading
TapRdang.
Loading
Rectangular
Loading
Trep/Tdang.
Loading
Rectangular
Loading
TnFrrdang.
Loadn9
Alum. Tuba
Mullion
2•
.
C. _&
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.a
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$k
ci�`
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ar¢
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2
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5
2-
6"
rc
$
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y
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a
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n,
ti
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d`e
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92
a ...
Is .3t�
£�'
�¢
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3
f€
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£�
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6�
a
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k�
�N
?'._
ri�
sa
�a
§m
£3
d` r
3�
.��
M
6�'
£�
�W
=ANCHOR
USE THIS FORMULA TO OBTAIN
THE"ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
620
170.0
435
170o
744
170.0
476
170,0
$68
170.0
506
170.0
992
170.0
519
170.0
Ills
170.0
521
170.0
1240
170.0
521
170.0
1408
170.0
521
145.8
1489
17D.0
521
127.6
1489
170.0
521
481n
170.0
708
170.0
524
170.0
850
170.0
684
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
166.3
1303
176.0
680
130.3
1303
170.0
680
1113
1303
170:0
680
97.7
1303
170.0
680
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.0
W3
170.0
096
170.0
031
170.0
1046
170.0
684
170:6
1195
170.0
723
156.1
1235
170.0
747
140.5
1235
170.0
756
117.1
1235
170.0
756
100.4
1235
170.0
756
87.8
1235
170.0
756
THAN THE MULLION CAPACITY
54 N
170.0
797
170.0
612
170.0
956
170.0
fi91
17D.0
1118
170.0
75!
154.4
1158
170.D
803
1372
1158
17D.0
837
123.5
115E
170.0
856
102.9
1158
170.0
861
882
1158
170.6
861
772
1168
170.0
661
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
601n
170.0
985
170.0
701
166.7
1042
170.0
797
142.9
1642
181.1
832
125.1
1042
146.7
815
111.2
1042
136.E
601
100.0
1042
130.2
791
83.4
1042
125A
782
71.5
1042
125.1
782
625
ID42
125.1
782
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
151.2
992
163.6
810
129.6
992
144.4
799
113.4
992
131.0
782
100.6
992
121.4
768
90.7
992
114.6
758
75,6
992
108.4
745
64.6
992
10S.0
744
56.7
992
108.0
744
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
fig In
165.4
947
176.0
789
137.8
947
148.0
786
118.1
947
130.3
768
103.4
947
117.7
752
91.9
947
108.7
738
62.7
947
102.2
727
68.9
947
95.1
713
59.1
947
94.0
711
51.7
947
94.0
711
ANCHOR OPTIONS FROM THE
c
to
72N
135.9
849-
1427
737
1132
849
121.6
771
97.0.
849
108.9
708
84.9
849
96.4
698
75.5
849
88.7
686
67.9
849
82.7
849
75.3
659
48.5
849
725
652
425
849
72.4
651
ANCHOR CAPACITY TABLE
JK76in115.5
762
120.7
665
96.3
762
102.E
652
825
762
90.0
640
722
762
80.9
629
64.2
762
742
620
57.8
762
69.2
762
62.8
602
41.3
762
69.9
597
36.1
762
59A
595
106.9
724
111.4
634
89.0
724
94.6
621
76.3
724
82.9
609
66.8
724
74.4
599
59.4
724
68.1
591
53.4
724
63.4
724
57.3
573
382
724
54.3
567
33.4
724
53.6
56569.6
543
71.6
483
58.0
543
60.7
474
49.7
.543
5Z9
466
43.5
643
47.1
458
38.6
543
42.8
452
34.8
543 -
39.5
543
34.9
436
24.8
543
371
430
21.7
643
30.7
426
57.3
478
56.9
427
47.8
478
49.7
419
40.9
478
43.2
412
35.8
478
38.5
406
31.8
478
34.8
400
28.7
478
320
T
478
28.1
388
20.5
478
25.6
380
17.9
478
242
376
40.3
377
41.1
341
33.5
377
34.6
335
28.8
377
30.0
330
25.2
377
26.6
325
22.4
377
24.0
321
20.1
377
22.0
377
19.0
310
14.4
377
17.1
304
37.1
357
37.8
323
20.9
357
31.8
318
26.5
357
27.5
313
23.2
357
24.4
309
20.6
357
22.0
305
18.5
357
20.1
357
17.4
294
1201n
29.3
306
29.8
279
24.5
306
25.1
274
21.0
305
21.7
270
18.3
306
192
267
16.3
306
17.3
293
1441n
17.0
212
17.2
196
T
i
i
o1 Mao
-
Substrate:
2.7k Concrete
3k O nerele
3.5k Co..
Milo. CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
ArcicrT7pe.
3116' Etc.
Ullracon '
1/4' Elco
Utracon
3I19'DeWalt
Ullr4cm+
1/4' DeWall
Ll racon+
6116" FJco
Ullracm
3116' Elco
Ulracon
1/4' Eleo
Ullracon
3118' DeWall
Utrawn+
1/4' DeWall
Ullracon+
114' SS Elco
AggreGalor
511fi' Elco
Ultrecon
1/4' SS Eloo
AggreGator
010 Steel
Screw (GS)
812 Steel
Screw (G5)
612 Steel
Screw (G5)
(,be)
Edge Distance 9n):
1"
2-1/r
1"
2-1/7
1"
2-1/2'
1•
2AW
3-118"
1"
2-11r
1"
2.112-
V
2.1/2-
1"
2.112'
r
3-1/8"
r
0.48'
0.64'
0.324'
Enbedalant 0n):
1-TAI"
1-3/4"
13/4"
144'
1-W4"
1,V4"
1314"
1-Sr4'
2"
1-1/4'
1. 14'
14/4"
1-114"
1-114'
14/4'
1-V4'
1.114"
1-114"
1-114,
2'
1-318"
1-WV
sad.
2 Anchors Q 4.7V Mln. O.C. / Standard
or Offset Up (Fig. 182}
3901bs
3901bs
450 lbs
89016s
3101ts
630 lbs
2201bs
87016s
16441bs
2701bs
280 lbs
3541bs
7401hs
230 Ills
3701hs
320 lbs
560 ins
3741bs
664 Ills
9481hs
341 lbs
442lb.
560 Ills
4 Anchors C 2.25" Min. O.C. / Standard (or Offset) Clip (Flg. 3X
70016s
700 lbs
580 Ills
14101hs
620Its
1260les
4201hs
172016s
952 the
WA
560 Ills
WA
630 lbs
3901bs
7401hs
5101bs
1060lbs
WA _
- 860 Ills
WA
682Its
' 8B5lbs
11201bs
e Anchors @1.15" Min. O.C./ Standard (or Offset) Clip (Fig. 4):
9601h.
1400Ibs
WA
WA
640Ills
2520Ills
'7401bs
WA
WA
WA
76016s
WA
WA
WA
148016s
WA
- WA
WA
- WA
N/A
13831bs
17701bs
E401bs
4 Anchors C 3' Min. O.C. / (2) 2r5 Angle Clips / (Fig. 5);
780 lbs
7801hs
680 8ss
1560 lb.
620 Ills
12601bs
4401bs
17401bs
1896lbs
540 ins
560 gel
WA
760 Ills
46D Ills
740 Ills
6401bs
11601bs
7481hs
880 Ills
18921hs
682 Ills
M5 ills
11201bs
6Anchors@3'MIn.O.C./(2)2r5Ang1e Gips/(Flg. 6}
11701hs
1170lbs
1020Ibs
2340 IN
SWIW
1890lbe
6601bs
28101bs
28441hs
61016s
640 Ihs
-WA
114016s
690 lbs
11101bs
9601bs
17401bs
liViles
1320Ike
2838 lbs
1022lbs
13271bs
-16801bs
4 Anchors Q 0.45' Mln O.0 / ILCUp, into.125' Alum (Fig.,}
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
14301Ds
2Aochars ® 2-25" Min. O.C/ F-Gip (Rg. 8}
350Ills
350lbs
290Ibs
7051M
31016s
63010s
2101hs
BEO ills
4761es
WA
2801bs
WA
31516s
19511s
370.U.
2551bs
5301W
WA
440 @s
WA
.1 .
.21.
560 lb.
4Anclwrs @ 1.15' Miry O.CJ F47ip (Flg. 9):
4B0Ills
7001hs
WA
WA
3201bs
126016s
3701M
WA
WA
WA
3801w
WA
WA
I WA
1 7401hs
WA
WA
WA
WA
WA
682 ros
885Iho
112016s
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR,PATTERN AND ANUHUK VALUtS AJ I Ht s I ANUAKU L:LIl-.
FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: FIGURES. FIGURE9:
• • • • • • • • • •
FIGURES:
FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 586) MUST
BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
--� 1.000" �--
4.000"
125"
1"X 4" X .125"
`MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By 0-
MlamtDade Product Control
�11111111/11� .
ANY LYNN
* NNoo.58705 ,
OF O •.lV�:
A. LY(SI�1r1Il�IP.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table (Ibsrltz)
ANCHOR CAPACITY
Opening Width (for vertically-spaming
mulrions) or Opening Height (for horizontally -spanning mWgons)
ADJUSTMENT FORMULA:
1 x 4x.375
50 in
601.
70 In '
80 in
9U In
- too in
120 in
740 in
160 In
/ gNCHOR CAP.,,o,,,,,`
(DP_) X l f
MULLION CAP.,a,,,,a
Rectangular
Loading
Trapridang.
Loading
Rectangular
Loading
Treprrriang.
Loading
Rectanguar
Loafing
Tmprrdwg.
Loading
Rectangular
Loading
TrapRrleng.
LoomnB
Rae languar
Loaning
Trep/Trinng.
Loafing
Rectangular
Loading
TmplTdang,
Loafing
Rectangular
Loafing
,TrapRdang.
LoedmO
Rectangular
Loaning
Trapfrdang.
Loading
Rectangular
Loading
TraprTriang.
Loading
Alum. Tube
& T
Mullion
,a
•� a
a
E
d`rc
'n
8E
s
d`rc
a
@
•� .�
e
d`rc
m....
8
6f
E�•
3
ty
d`¢�
9
R9
9
se
d`�
•a
6
5�
��.
•a ..
e� z_
47
S�
�o
3
S
S�
.p -.
`� G
o
m
a
g�
s�
.-.
a e
au.
a
S
g'rr
•-
3
a�5.
e
g9
f�
-
t
�¢
A
c�
59
Im$rc
a ..,
8&
k_
Aa
r,g
s
,.
$
3
r�
¢`
5?.r?
>;
to
a`®
5�
- .
b.
-51 ¢`.
._
9
gf
��.¢`
�_
aE
a.5
.W
5g
E
_
8
ii,I
d
= ANCHOR-0AP•..o
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING,
TO AN ACTUAL PRESSURE
THE
421.
170.0
620
170.0
435
170.0
744
170.0
476
170.0
868
170.0
506
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
48 in
170.0
708
17a.0
524
170.0
859
170.0
564
170.0
992
170.0
6-16
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0.
680
170.0
1700
170.0
680
170.0
1983
170.0
680
151.8
2024
170.0
680
REQUIREMENT FOR
OPENING, WHEN IT IS LOWER
50.625 In
170.0
747
170.0
553
170.0
896
170,0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793'
170.0
756
156.0
1919
170.0
756
136.5
1919
170.0
756
THAN THE MULLION CAPACITY
541n
170.0
797
170.0
612
170.0
SW
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
8D3
770.0
1434
170.0
837
170.0
1594
170.0
856
169.9
1799
170.0
861
137.1
1799
170.0
661
120.0
17as
170.0
861
T D MULLION. rr E
SELECTED MULLION. IT WILL
SELECTED
60In
170.0
685
170.0
701
170.0
1063
170.0
i9T
170.0
1240
170.0
878
170.0
1417
170.0.
944
170.0
1594
170.0
996
155.5
1619
170.0
1033
129.6
.1619
170.0
1053
111.0
t619
170.0
1063
97.2
1619
170.0
1063
YIELD A MINIMUM ANCHOR
631.
170.0
930
170.0
745
170.0
1110
170.0
850
170.0
1302
170.0
940
170,0
1488
170.0
1015
156.7
1542
170.0
1016
141,0
1542
170.0
1122
117.5
1542
168.5
1158
100.7
1642
167.9
1157
88.1
1542
187.9
1157
CAPACITY WHICH MAY BE
681n
170.0
974
1T0.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.6
1472
170.0
1086
1428
1172
168.8
1148
128.5
1472
158.8
1130
107.1
1472
147.8
1108
91.8
1472
146.0
1104
80.3
1472
146,0
nga
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
�
m
72 In
170.0
1063
170.0
678
170.0
1275
170.0
1009
150.8
1320
166.2
1101
1320
1320
149.9
1082
117.3
1320
137.8
1066
106.6
1320
128.6
1049
88.0
1320
117.0
1024
75.4
1320
112.6
1013
66.0
1320
112.5
1012
ANCHOR CAPACITY TABLE
-1
9
761n
170.0
1122
170.0
937
149.E
1184
159.4
1013
t28,2
1184
139.9
994
112.2
1184
125.7
978
99.7
1184
115.3
964
89:8
1184
107.5
952
74.8
1184
97.6
935
64.1
1184
93:1
927
56.1
1184
823
925
781n
166.1
1124
170.0
967
138.4
1124
147.0
965
118.8
1124
128.8
947
103.8
1124
115.8
931
82.3
1124
105.8
91B
83.0
1124
98.5
906
69.2
1124
89.0
890
59.3
1124
84.3
861
51.9
1124
83.2
878
90 in
108.1
864
111.5
750
90.1
edb
94.3
736
772
844
82.1
724
67.8
e44
73.3
712
60.1
e44
68.5
702
54.0
844
61.4
693
45.0
"B44
54.2
878
38.6
844
50.0
668
33.8
BI4
47.7
662
96 in
89.1
742
97.5
663
712
742
7T.2
852
63.8
742
67.2
641
55.7
742
59.8
631
49.5
742
54.1
822
44.5
742
49.8
814
37.1
742
43.8
600
31.8
742
39.8
590
27.8
742
37.5
584
1081n
62.6
586
63.9.
53D
52.1
586
53.8
521
14.7
586
46.6
613
39.1
586
41.4
505
34.8
586
37.3
498
31.3
586
34.2
492
26.1
586
29.6
481
22.3
588
26.6
472
19.5
586
24.7
466
111 In
57.6
555
58.8
503
'48.0
555,
49.5
.495
41.2
555
429
457
38.0
555
38.0
460
32.0
555
34.2
473
28.6
555
31.3
467
24.0
555
27.1
457
20.6
555
24.3
448
18.0
555
224
442
120'In
45.6
475
46.4
433
38.0
475
39.0
.426
32.6
475
33.7
420
28.6
475
29.8
414
25.3
475
26.8
409
228
.475
24.5
404
19,0
475
21.1
395
16.3
'475
18.7
387
14.3
475
17.2
381
1441n
26:4
330
26.7
305
22.0
330
224
301
'ie.B
330
19.3
297
16.6
330
17.0
293
TAR[ P 7R
' Substrate:
27k Concrete
3k Concrete
3.5k Cane.
Hot- CMU
Filled CMU
PT Wood
Metal
Anchor
Capacity
ArotorT Yam'
3116' Elco
Uamcon
V4' Elco
Ullmann
3/16' DeWa1t
Ullmeon+
1/4' DeWall
Ultracon+
5716' Elco
Ul_.on
3I76' Eko
Ullmcon
1!4' Eico
Uitmcon
&_ 16' DeWall
Ultr4con+
174' DeWall
Ntrabon+
1!4' SS Elco
AggreGalor
5I7G Elco
Uitmcon
1/4' SS Elco
AggreGator
#70 Steel
Screw(G5)
412 Steel
Screw(G5)
012 Steel
Screw(es)
(lbs)
Edge Distance Qn):
1' �
2-12'
i'
2-1/7
1- ,
2-1?
V
2-113-
3-11V
P
2-1YY
V
2-1r2'
1-
2-112
1•
247
2
3-1/8'
7
0.48'
0.54•
0.324'
Embedment (In):
13/4'"
1.3/4'
1.3/4-
I-W
1.3/4'
1-I4-
1.314-
I-T4-
2'
1-114•
1.1/4'
1-1l4-
1-1/4'
1-1/4'
1-1r4'
1-1/4'
1-1/4'
1-1/4'
1-114'
r
1dn8'
1-3/8'
wiles
2 Anchors ® 4.75' Min. O.C. / Standard
or Ofrset Clip (Fig. 1&2):
39D IW
390lbs
450IW
6D01bs
310lbs
630lbs
220 Ibs
870 lbs
1644lbs
2701bs
280 lbs
354lbs
740 Its
2301bs
3701bs
32D lbs
5801bs
374 lbs
6641es
948 lbs
341 lbs
442lbs
560 lbs
4 Anchors � 225• Min. O.C. ! Standard (w Offset) Clip (Fig. 3):
700 lbs
700lbs
560 lbs
1410lbs
620lbs
12601bs
420 lbs
1720lbs
� 9j21bs
WA
560 lbs
- WA
630lbs
390 lbs
740 lbs
510 rw
1060 lbs
WA
8801bs
WA
682lbs
885 lba
11201bs
8 A=Irors 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 4):
SW @s
14DU IW
WA
WA
6401bs
25201bs
740 lbs
N/A
WA
WA
76016s
WA
WA
- WA
14BO lba
WA
WA
NIA
WA
WA
1363lbs
17701W
. 2240 lbs
4 Anctwrs 3' Min O.C. / (2) 2.6 Angle Cops! (Fig. 6):
700Ibs
780lbs
680 lbs
1580lbs
620Jos
1260lbs
440lbs
17401bs
18961bs
5401bs
560 lbs
WA
7601hs
4601hs
7401bs
84016s
11601M
748Ins
8801hs
18921bs
6821bs
BBS lbs
112016s
6 Anchors a 3- Min. O.C. ! (2) N5 Angle Cops / (Flg. 6),
1170 lbs
1170 ms
1020 lbs
2340 lbs
93016s
1890 Ibs
660 ac
2610 IW
2844 lbs
8100.
840 lbs
WA
114016s
690les
111016s
960 lba
174010e
1122lbs
1320lbs
28381ba
1o221ba
13271M
1680lba
4 Anchors C 0.46' Min. O.C. / U-Clip, Into .12S Alum. (Fig. 7):
WA
WA
WA
WA
WA
WA
. WA
WA
WA
WA
WA
WA
WA
WA
N/A ,
WA
WA
WA
WA
NIA
WA
WA
1430Ibs
2 Anchors 225' Min O.C1 F-Clip (FIB. B):
3501bs-
3501bs
2901bs
7051bs -
" 3101hs
6301Ds
210 lb.
86010s
4761bs
WA
2801bs
WA
3751bs
1951bs
3701hs
2551bs
5301bs
WA
4401hs
WA
341 Ibs
4421bs
5601bs
4 Anchom @ 1.75 Min O.CJ F-UP (Fig. 9):
480Ibs
7001bs
WA
. WA
3201hs
1260 ms
370 It*
- WA
WA
WA
3B0Ibs
WA
WA
WA
740 lbs
WA
WA
WA
I WA
NIA
6a2lbs
885 Ibs
1 11201bs
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I tKN ANU ANGHUK VALUES Ab. t Ht b IANUAKU Glle.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION
FIGURE
•
1:
FIGURE
•
2
•
FIGURE
•
3:
FIGURE
• • •
4:
' • •
FIGURE
8:
•
FIGURE
9:
• •
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
•
•
• • •
• •
•
• •
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
•
-
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURE 5:
FIGURE 6: FIGURE 7:
• • • •
4) SUBSTRATES:- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
• • • '•
PRESSURE -TREATED YELLOW HERN PINE lAnTH AN SG OF 0.55. ALUMINUM SHALL BE
.125"THICKL MINIMUM 33
•
•
25- THICK NDA36GRADE
ALL HORS045
TO EEELSTUDS1OBEA
TH3-T5ANDBEA INIMUMO
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
i
i
i i
• rr4
• rrr
i
y i
PRODUCT REVISED -
as comp lylno with the Florida
Building Code
NOA-No. - 20-0406.08
Expiration Date 05/26/2026
By
Mlami-Dade Product Control
No. 58705
I��•.• STA7 OE F ly`
%I S/ONAL'NG'\
A. LAN WhhE)�, P.E.
FL P.E.# 58705
TABLE 8A
Mullion Capacity Table (lbsW)
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
Opening Width (forvertically-spanning
mullions) or Opening Height (far horizontally -spanning mullions) -
501n
60In
701n
80 in
90 In
login
120In
140In
fe0 in
ANCHOR CAP.,,-„„,1
(DP_)X ( %
Rectangular
TrapJTdeng.
Rectangular
TaprTdang-
Rectangular
TrapirdanB•
Rectangular
Trap/Tdang.
Rectangular
Tap/Tdang.
Rectangular
Taprtilang.
Rectangular
TrepRdang.
Rectangular
Tmp/Tdang.
Rectangular
Tmprrdmg.
125" x
MULLION CAP.,,-„•„
Load�ne
Loading
Loafing
Loading
Laaduug
Loafing
Loafing
Loading
Loading
Loading
Loafing
Loafing
Loafing
Loading
Loading
Loading
Loafing
Loading
3.188" x
.265" Alum
n
i
r
a
r
a
6
A
r
a
r
p
6
r
a
•a
a
.,
r
a
..
a
p
x
r
z
a
=ANCHOR CAP.,,,
Tube Mull
d
3.
da
d
B.�
d<
d
d
d
da
d,
d�
d
d
de
d
da
d
d9
d
d9
d
da
d
d�
d
d9
d
d
d.
d9
d
do
d
d9
d
d9
a6
a u
a.t
a"
_�
a
b
is
a
ad
ae
a.�
a.�
a
USE THIS FORMULATO OBTAIN
fi
5�
�'
5�
� g
E
g
s 19
5�
� �
L$
" �
5�
zg
5�
3 g
Le
€�
s �
t
S�
t
5�
's 1S
,{s
5�
�
��
's �
x
5�
'3 �
5f
&
5�
9
fi
5�
'� y
€�
� �
THE "ANCHOR CAPACITY
•REQUIRED"CORRESPONDING
2c
dz
E -
d`w
U
-`M
s�
Ems,
a=�
21
a`
��
f�
�rc
g�
�I`r
��.
��
��
�rc
N�
d`o:
2_-
arc
'jc
rc
f-.
rc`
,'g
sue.
'a`a`
��
f�
cc
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0
620
170.0
435
170.0
744
170.0
'478 .
170.0
868
170.0
505
170.0
992
170X
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
151.6
1769
/70.0
521
481n
170,0
708
1704
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
-170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
680
154.8
1548
170.0
680
132.7
1548
170.0
680
116.1
1548
170.0
680
OPENING, WHEN IT IS LOWER
50.675In
170.0
747
170.0
563
170.0
ass
170.0
831
170.0
INS
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
167.0
1468
170.0
756
139.2
1468
170-0
756
119.3
1468
170.0
756
104.4
1468
170.0
756
THAN THE MULLION CAPACITY
541n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
IIIS
170.0
764
170.0
A275
170.0
803
ISM
1376
170.0
837
146.8
1376
170.0
856
1223
-1376
170.0
861
104.6
1376
170.0
flat
91.7
1376
170.0
1161
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
601.
170.0
885
170.0
701
170.0
1063
176.0
797
158.9
1158'
170.0
878
139.0
1158
187.4
930
123.6
1158
156.8
919
111.2
1158
150.0
912
92.7
1158
144.8
905
79.4
1158
144.8
905
69.5
'1158
144.8
905
YIELD A MINIMUM ANCHOR
631n
170.0
930
170.0
745
160.1
1051
170.0
850
137.2
1051
155.9
862
120.1
1051
147.0
848
106.7
1051
132.3
837
96.1
1051
125.7
830
80.1
1051
119.5
822
68.6
1051
119.1
821
60.0
1051
119.1
821
CAPACITY WHICH MAY BE
-
681.
167.1
957
170.0
799
139.3
957
151.6
805'
119.4
957
134.0
790
104.4
95/
121.E
777
02.8
957
112.8
767
83.6
957
106.6
759
69.6
957
100.0
750
59.7
957
98.0
748
572
857
9a9
748
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
C
m
721n
128.7
804
135.2
698
107.3
804
1152
684
91.9
B04
101.3
671
80.4
8D4
91.4
660
71.5
804
84.1
650
64.4
804
78.8
643
53.6
804
72.3
633
46.0
804
69.9
629
40.2
804
69.8
628
ANCHOR CAPACITY TABLE.
=1
7
76 In
1g9.4
722
114.4
630
912
722
97.2
618
78.2
722
85.3
606
68.4
722
76.7
596
60.6
722
70.3
588
54.7
722
,65.5
580
45.6
T22
59.5
S70
39.1
722
56.7
565
31.2
722
56.2
564
781n
101.2
685
105.8
600
84.4
685
1 89.6
588
723
685
78.5
577
63.3
885
70.5
588
56.2
685
81.5
560
50.6
685
60.1
553
42.2
685
54.3
543
362
685
51.4
537
31.6
685
50.7
536
90In
65.9
515
63.0
451
54.9
516
57-5
449
47.1
515
50.1
441
41.2
515
44.7
434
36.6
515
40.6
428
33.0
515
37A
422
27.5
515
33.1
413
23.5
515
30.5
407
20.6
515.
29.1
404
,
961n
54.3
453
55.8
404
45.3
453
47.1
397
38.8
453
41.0
391
33.9
453
36.4
385
302
453
33.0
379
27.2
453
39.4
374
22.6
453
-26.6
366
19.4
453
24.3
360
17.0
453
229
356
1081n
38.1
358
39.0
323
31.8
358
32.8
318
27.2
358
28.4
313
23.8
358
25.2
308
21.2
358
227
304
19.1
358
20.8
300
15.9
358
18.0
293
,
III In
35.1
.338
35.8
306
29.3
338
30.1
301
25.1
33t1
26.1
2B7
22.0
338
.2
.1
19.S
378
20.8
289
17.6
338
19.1
285
120 N
27.8
290
28.3
2S4
Z3.2
290
23.8
260
19.9
290
20.8
2.17.4
290
182
2.15.4
290
16.4
249
1.In
IS',
201
16.3
186
-rAn1 F An
SubstaW
27k Concrete,
3k Concrete
3.5k Cow-
Hallow CMU
Feed CMU
Pr W.
Metal
Anchor
Capacity
ArohorType.
. 3/16' Eico
Ultacon
1/4' Elco
Me-
3118' OeWail
Ullacortr
1/4' DeWalt
1111-nt
5116' Eico
U t-on
3/16' Elco
UlUacon
114' Elmo-
Ulbaaon
3116' DeMit -
Ulhacorlt
114, DeWall
Ultacorn
1/4' SS Elco
AggreGator
5r16' Elco
Ultawn
1/4' SS Eico
AggreGator
#10 Steel
Screw (G5)
el
5)
912 Steel
ScmW (G5)
(lbs)
Edge Distaue (in}
1"
2-t/T
I- .
2-11r
1-
2-1/7
V
2.112'
3-110'
1'
2-112•
1-
-2-VT
1-
2-112'
1'
2-11T
1 T
3118'
T
0AS'
. 0.324'
Embedment (in):
1.3/4`
1J14'
a4'
1.3/4`
1-314`
1-T4-
1-3r4•
7-3/4'
T
1.114'
1-1/4'
- 1-114'
1-1/4'
1A14'
1-1/4'
1-1/4"
1-1w
1-1w
1-1/4'
2'
i'vir
modes
2 Anchora @,4.75' Min. O.C. / Standard
or Met Clip (Fig. I?
390lbs
390 @s
450 Ibs
8901bs
3101bs
630 lbs
220 lbs
870 Ibs
1644 lbs
270 lbe
2801be
354 lbs
740 Ibs
230 lbe
370 Ibs
320 Its
580IM
_ 3741bs
664 lbs
Boa lb,
341 Ibs
56o Ibs
4 Anchors ®1.1V Min. O.C. 1 Standard
(or Offset) Clip (Fig. 2):
480lbs
70010s
WA
WA
3201bs
1760lbs
370 lbs
WA
WA
WA
380 lbs
WA
WA
WA
740 lbe
WA
NIA
WA
WA
WA
682 [be
'
1120 Ibs
4 Awhrom @ 3` Min. O.C. / (2) 2x5Ar�a Gips / (Fig. 3):
780lbs
780 lbs
690 lbs
1560 lbs
620 Its
1260 lbs
440lbs
17401bs
1898lbs
54D lbs
660 lbs
WA
760 lbe
460 Ibs
740 lbs
640 lbs
1160 lbs
748 lbs
8801w
1892lbs
682 lbs
-
1120 N4
AnchorsL OAV Min. O.C. I IFCOp, Wo.12S Alum (Fg. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1430 lbsI
Anchorl F-COP lFg. 5):
1951Ds
19516.1
2251bs
4451hs
1551bs
3151bs
it0lbs
4351bs
0221bs
1351bs
1401bs
1771bs
37G ms
1151tis
105Ibs
1601bs
2M Ibs
1B7Ibs
3320s
-280Ibs2Anohum®
L15' Min O.CJ F-CSp (Flg-6J:
2401bs
350 Ibs
WA
WA
I..630
lbs
185lbs
WA
WA
WA
190(bs
WA
WA
WA
370 Ibs
WA
WA
WA
WA
WA
341 Ibs
580Its
NOTE:'FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTEKN ANU ANUHUK VALUh j AS I Ht b IANUAKU Uur.
FIGURE 1:
FIGURE 3:
Ee 0- --.1
FIGURE 4: FIGURE 5:
M_
FIGURE 2:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURES:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • .
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Mlaml-Dade Product Control
LYN,v
No. 58705
0 �YAIVT�O�F D
Cis •'•F�ORIDP,, •' \��
,�oNAL ��JG�•
A. LY1lN MI lilt i, P.E.
FL P.E.# 58705
TARI 1= OA
' Mullion Capacity Table (lbsift)
ANCHOR CAPACITY
Opening Width (for verOcally-spanNng
mullions) or Opening Haight(forhodzontalysparWng mullions)
ADJUSTMENT FORMULA:
125%325
x
50 m
601n
70 In
8o m
so in
1001n
12o In
140 to
160
in
(ANCHOR CAP.,,,,,„,
(DP,,,)X`MULUONCAP.,--/
Rectangular
Loading
TradTdann
Loading
Rectangular
Loading
Trap7Tdang.
Loading
Rectangular
Loading
Trepr7dang.
Loading
Reclen8ular
Loading
TraprTdang.
Loading
Not Outer
Loading
Tmp/TMng.
Leading
Rectangular
Leading
TreplTrmng.
Leading
Raa guiar
Loading
Trep7Triang.
Leading
Rectangular
Loading
TmpTdanc
Loading
Reclangular
Loading
TreplTrlarg.
Loafing
.100
Alum.Tube
Mullion
a
��
j �g
al
�g
Q 'fig
y
IN
5.�.
$
,r•
8g
§
qy
re
g
,i
h
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
153.3
1118
170.0
521
127.7
1118
170.0
521
109.5
111E
170.0
521
95.8
1118
170.0
521
48m
tto.o
Toe
no.0
624
no.o
eso
nao
Sea
1e7.e
we
no.o
630
us.7
e7e
no.o
e61
1ao.4
ere
no.0
677
tn.3
978
170.0
Sao
9z8
978
170.0
68o
e3.e
97e
170.0
680
733
97e
nao
sag
REQUIREMENTFORTHE
50.625 m
170.0
747
170.0
563
170.0
896
170.0
631
150.7
927
110.0
684
131.9
927
166.5
70B
117.2
927
159.1
.699
105.5
927
158.3
696
87.9
927
158.3
695
75.4
927
156.3
695
65.9
927
15a3
695
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
' 541.
110.0
797
170.0
612
154.5
869
170.0
691
132.5'
869
153.9
683
115.9
869
141.8
669
103.0
869
134.0
660
129.8
654
77.3
869
128.8
652
66.2
869
128.8
652
57.9
869
12118
652
(FROM THE TABLE) OF THE
60 in
743.2
748
153.8
634
118.4
748
1323
62D
102.3
748
717.8
608
89.5
748
107.8
599
78.6
748
101.0
592
96.6
587
59.7
748
93.9
583
51.2
748
933
583
44.8
748
93.3
sea
SELECTED MULLION. IT WILL
$
63 m
123.7
677
132.0
579
103.1
677
113,2
566
88.4
-
671
IOOA
655
77.3
677
91.4
546
88.7
-
677
85.2
539
81.0
534
51.6
677
77.0
529
44.2
677
76.7
529
38.7
677
76.7
529
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
65 m
107.6
817
114.1
530
69.7
617
97.6
519
76.9
617
8a3
509
61.3
817
78.3
600
59.8
617
726
494
$41.4518
68.7
489
44.8
617
64.4
483
38.4
617
63.7
482
33.6
617
63.7
4a2
USED TO QUALIFY ADDITIONAL
.c
72 in
B2.9
518
87.1
450
69.1
SIB
74.2
440
59.2
610
65.2
432
51.8
518
58.8
425
46.1
518
54.2
419
50.7
414
34.5
518
40.6
408
29.0
SIB
45.0
405
25.9
518
45.0
405
ANCHOR OPTIONS FROM THE
G�
78 in
70.5
485
73.7
408
587
465
626
398
50.3
465
54.9
390
44.1
485
49.4
384
39.2
465
45.3
378
42.2
374
29.4
485
38.3
361
25.2
465
38.5
354
270
465
36.2
383
ANCHOR CAPACITY TABLE.
78 m
65.2
441
610
387
54.3
441
57.7
379
46.6
441
50.8
372
40.8
441
45A
368
38.2
441
41.6
360
383
356
27.2
441
34.9
349
23.3
441
33.1
348
20.4
441
32.7
345
90 in
42A
332
43.8
295
35.4
332
37.0
289
30.3
332
32.3
284
26.5
332
28.8
260
23.6 1
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
266
15.2
332
19.8
262
13.3
332
18.7
260
98 in
35.0
291
29.1
291
30.3
258
25.0
291
26.4
252
21.9
291
23:6
248
19.4'
291
21.3
244
17.5
291
19.5
241
14.6
291
17.1
236
12.5
291
15.6
232
108 m
' 24.6
230
20.5
230
21.1
205
17.5
230
18.3
201
15.4
230
16.2
198
ill in
22.6
21B
a
18.9
218
19.4
194
18.2
218
16.8
191
14.1
218
14.9
1B8120m
17.9
1B7id.9
187
15.3
1B7
Subsuale:
271, concrete
3k Concrete
3.Sk Conc.
HoOaw CMU -
Filled CMU
PT WaaO
Metal
Anchor
AnchorTyPe:
311E Elea
L itracon
IW Elco
Ultmcon
3/16' Dowell
Uilraconr
1/4• Dowell
UllracarM
W16' Elea
Wrium
311E Elko
Ullreean
11412111
Nlmcon
311E DeWalt
Ultraaom
1W DeWall
Ullracon.
i/4• SS E1co
AggreGator
511E Elea
Ntracen
114• SS Woo
AggmGalor
#10 Steel
Screw (GS)
#12 SteelH#12SteelelCapaclly
Screw (G5))(Iba)
Edge Dismnca pny
1'2-112'
1'
2-1?
1•2-1/r
1'2.1fr
3.1B'
1'
2.112'
1'
2-112'
1'
24/r
1'2-1/T
Y
3.1/e•
r
0.48'
0.54''1-3/4•
13/4'
1-21W
1-3/4'
1.314'
1.314'
1314'
1314'
r
iA/4•
1.1/4'
1-1/4'
1.114'
1-7l4"
1.1/4•
1.1/4'
1-114•
1-1/4•
I_IW
r
1318•
1318'2Anchom
@ 4.75•Mln. Q.C. / SterMaN
or OBset qlp (Fig. 1):
3901bs
3901hs
4501bs
8901hs
3101hs
630Ibs
2201bs
B701bs
16441hs
2701bs
28016s
354IDs
T401M
2301hs
37016s
3201bs
5801Ds
3741bs
66416s
9481ba
341 Ih1
44216ss4
Ambom @ 1.15• Min. O.C. / Standard (or Offset) Wp (Fig. 2):
480Ibs
700Ica
WA
WA
320 Ibs
1260 Ibs
370 ins
NIA
WA
WA
380 Ice
WA
WA
N/A
740 IDS
WA
WA
WA
WA
WA
682lbs
ass Ibsbs4Awhom
@ T Min. O.C. /(2) 2s5Angle Ups r (Fig. 3p
7801bs
780Its
6801W
1560 Ibs
620lbs
1260 Los
440 ins
1740lbs
1896lbs
540lbs
5601bs
WA
760lbs
460 Ibs
740 lba
6401M
11600.
748Ibs
BBO Ibs -
1692 ins
682lbs
885 OsbsMin.
O,C. / U-Gip, Into .100• Alum (Flg. 4p
WA
WA
WA
WA
WA
WA
WA
WA
WA-
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
is1
Anelmr! F-qip (Flg. 5):
1851hs
195Im
225lbv
445lb.
155lbs
315lb.
110 lbs
435 lbs
822 @s
13516s
140 Its
1771os
370IW
1151bs
165 lbs
160lbs
290 @s
- 187 lbs
332 lbs
473lbs
1701bs
2211bs2
Anchom @ 1.16• Mln O.CJ F-COp (Fig. 6):
240 as
350lhs
WA
WA
1601bs
6301bs
1BS Ibs
WA
WA
WA
190 Ibs
WA
WA
N/A
3701bs
WA
WA
WA
WA
WA
3411b9
.1 lbss
NOTE: FOR THE OFFSET CLIP, USE I tit SAME ANGHUtt rA I I enN ANv ADIU11 1 vntarca na t nc a tnnunnu wr.
TABLE NOTES: I
FIGURE 1: FIGURE 2: I I
0 e 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -
FIGURE
3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.3.2U
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BE USED
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
FIGURE 4: FIGURE 5: FIGURE 6: 6053-T5 AND BE A MINIMUM OF .100" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
• .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25' X 3.25' X .100• 1.25• X 3.25' X.100•
#10 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR
® FIELD -MULLED UNITS FACTORY -MULLED UNITS
PRODUCT REVISED
as comp)yIng with the Florida
Building Coda,
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Mlam"ade, Proifuc--tt Control
v 7 /
QNY•LYA...
7r : No. 58705
G�
/SRO/vAL
A. LYINNIMIILdEA P.E.
FL P.E.# 58705
TABLE 10A
Mullion Capacity Table (Ibs/7t7)
ANCHOR CAPACITY
Opening Width (forvanlcellpaNdng
mtdfions) orOpening Helght(forhorrzordaayspandng mdrions)
ADJUSTMENT FORMULA:
5o in
fill in
70 in
80 in
90 in
100 in
120 in
1401.
160 in
ANCHOR CAP.,�,,,a1
(D �)X (
Rectangular
Tnp7rdang.
Rectanguler
TrapRriang,
Rectangular
TapRdang.
Rectangular
Tap/Tdang.
ReclengWar
Tap/rriang.
Rectangular
TrapTdang.
Rectangular
Trap(N.ng.
Rectangular
Trap/rriang.
Rectangular
Trapffdang.
126
MULLIONCAP.,",,,,"a.
x 26
Leading
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-624
Alum -Tube
_
r
_
.�
_
_
_
.W .,
.�
_
-
_
_
_
.�
..
.dig
_
_
_
_
.m
=ANCHOR CAP.,,,
Mullion
_
a�
m
€
m @
_
o
4 @
52
�`'
e"a
�'�.
a
t Q
�''
t'
�`^-
r'�
a`"
_'
t
5 P
s`"'
t'�
"
c t
es e
=''P
"
u9
"
e' d
5�
a c
t'>
o
r-�
a t
z'�
a
5 P
USE THIS FORMULATO OBTAIN
THE "ANCHOR CAPACITY
�'.
.212
2 -
z
f
d`
f €
.2 &
2
a'
f �.
$ a
f
d` c
f €
d` z"
d` ¢
E �.
d` rc
s'
d` ¢
s' @,
d` z`
2
d` a
s. @
d` rc
f @
z
f 2,
d` z`
f'€
d` r<
f
rc
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
620
170.0
435
170.0
744
170.0
478
1170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170,0
1488
1 170.01
521,
170.0
1735
170.0
621 1
170.0
1983
170.01
521 1
40 in
170.0
708
170.0
624
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
ITT
170.0
1417
170.0
680
170.0
1700
170.0
680
169.7
1979[74
680
148.5
1979
170.0
600
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625 in
170.0
747
170.0
663
170.0
896
170.0
631
170.0
1046
170.0
604
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
1525
1877
756
133.5
18T7
170.0
756
THAN THE MULLION CAPACITY
54 in
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
603
170.0
1434
170.0
837
170.0
1694
170.0
056
ISSA
1759
170.0
861
134.1
1769
851
117.3
1759
170.0
B61
(FROM THE TABLE) OF THE
60 in
170.0
865
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
/70,0
1417
170.0
944
161.1
1511
170.0
996
145.0
1511
170.0
1033
120.8
1511
WILD
1063
103.6
1511
1063
S0.6
1511
170.0
1063
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
63 in
170.0
930
170.0
745
170.0
1116
170.0
050
170.0
1302
170.0
340
156.6
1370
170.0
1D15
1392
1370
170.0
1076
125.3
1370
164.0
1082
104A
1370
155.9
1072
89.6
1370
1070
78.3
1370
1553
1070
CAPACITY WHICH MAY BE
m
66in
170.0
974
170.0
785
170.0
1169
170.0
903
155.6
1249
170.0
1002
1382
1248
168.6
1013
121.1
1248
147.1
'1000
iD8.9
1246
139.0
989
90.0
1248
130.4
970
71.8
1248
975
68.1
1248
129.0
975
USED TO QUALIFY ADDITIONAL
m
72 in
167.8
1049
170.0
878
139.9
10/9
150.2
892
119.9
1049
1321
875
101.9
1049
119.1
860
932
10d9
109.T
86B
83.9
1049
1027
838
69.9
1049
9d.7
B25
59.9
10/9
820
52A
1D49
91.1
820
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
0
76 in
td2.7
941
1d9.i
822
118.9
9d1
126.8
805
101.9
961
1112
]91
892
901
100.0
777
79.3
941
91.7
766
71.4
931
85.5
T57
595
"1
71.6
744
51.0
931
737
44.6
9d1
73.3
736
781n
132.0
694
137.6
703
110.0
694
116.9
767
94.3
094
1024
763
82.5
894
91.9
740
73.3
$94
e4.1
730
66.0
834
78.3
721
55.0
894
70.7
707
47.1
894
701
41.3
694
66.1
698
90 in
85.9'
671
88.7
59S
71.6
671
74.9
585
SIA
671
65.3
575
53.7
671
58.2
566
47.7
671
529
550
43.0
671
48.8
551
35.8
671
43.1
539
30.7
671
39.7
531
26.9
Sri
37.9
526
96 in
70.8
590
72.8
527
59.0
690
GIA
518
50•6
590
53.4
509
44.3
590
47.6
502
39.3
590
43.0
494
35.4
590
39.6
488
29.5
590
343
d77
253
111
31.6
419
21.1
110
21.1
464
108 in
49.7
466
60.8
421
41.4
466
42.8
414
355
466
37.1
408
31.1
46fi
32.9
402
2T.6
46fi
29.7
396
24.9
466
27.1
391
20.7
466
27.5
382
17,8
466
21.2
375
15.5
466
19.6
3]0
111'in
45.8
441
46.7
d00
382
d41
39.3
393
32.7
ddt
34.1
387
28.6
441
30.2
382
25A
441
272
376
22.9
441
24.9
372
19.1
d41
21.5
363
164
441
19.3
35fi
14.3
441
17.8
351
-
120in
363
378
36.9
344
302
378
31.0
339
25.9
378
26.6
334
227
378
23.7
329
20.1
376
213
325
18.1
378
19.5
321
15.1
378
16.7
316
144 in
21.0
262
21.2
242
1T5
262
17.8
239
15.0
262
15.3
236
TALI F inn
Substrate:
27k Concrete
31, Concrete
3.51, Conn.
Houow CMLl -
Filled CMU
PT Wood
Metal
Anchor
Capacity
- (Ibs)
/vehorType.
3116' Elco
uaracan
114" Elco
III—
3'16" DeWait'
UBacon+
Ihr DeWett
Utanon+
5116" Etc o
Ultracon
3/16' Eko
Ultrecon
1W Elco
Ntacon
3110- DeWall
Ullacon+
1/4' DeWall
Uttnican+
1W SS Elco
Aggre%lor
5116' Elco
Utracon
1W SS Elea
AggreGalor
#10 Steel
Screw(G5)
412 Steel
Screw(G5)
012 Steel
Screw(G5)
Edge Distance (In):
1"
2-1W
1"
2-1/Y
1'
2-11T
i"
2-11T
3-1/8'
1"
24W
1"
2-12"
I.
2-1/2'
1'
2-1/Y
2'
34/8"
7
0.48'
0.54'
0.324'
Embedment din):
1-3/4"
I-T4'
'1-3/4'
1-3/4'
1-3/4"
l v4"
13/4'
13/4'
Z'
1-1/4'
1-1/4"
1-1/4"
1-114"
1-1/4'
1.114"
1-1/4'
1.1/4"
1.1/4"
1-114'
T
1.378"
1.3/8"
wades
2 Anctoa 04.7W Min. O.C./ Standard
or Offset CUp(Fig• 1),
390lbe
39D IW
450lbe
890les
3101bs
630lbs
220lbs
870 lbs
1644lbs
270 lbs
2801bs
354 Me
740IIs
2301bs
370 lbs
320 lbs
580lea
374 lbs
664 lbs
94816s
341 Ibs
442lbs
560Ibs
4 Anchors @ 1.16' Mtn O.C. / Standanl
(or Offset) Clip (Fig. 2):
480 lbs
700lbs
WA
WA
3201bs
1260 Ica
370 lbs
WA
WA
WA
380 lbs '
WA
WA
WA
7401b9
WA
WA
WA
WA
WA
6821bs
885 lbs
11201W
4 Anchors @ 3" Min O.C.1(2) 2.5 Angle Clips / (Flg. 3):
780lbs
78D lbs
880Ibs
16M lbs
620lbs
1260 Ica
440 Ibs
174D Ica
189E IW
540lbs
56016s
WA
760 Me
460 lbs
740 lbs
640 lbs
116D ibs
7481bs
880 Her
18g21bs
- 6B2lbs
80 Ibs
112Q Ito
3 Anchors @ 0.5V Min. O.C. / UCIip, Into .1W Aiun (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
950 lbs
t AncMr/FClip(Fig.'5);
195lbs
195lbs
225lbs
445 Ito
155lbs
315lbs
1101bs
43516s
B22 @s
135 lbs
140 lbs
1T7lbs
370lbs
1151bs
18.5 IM
16Gls
290 lbs
187 Me
33216s
473Ibs
1701bs
22116s
2801bs
2 Anchoa @ 1.16" Min. O.CJ F-ap (Flg• e):
240lbs
350lbs
WA
WA
1601bs
6301bs
1B51bs
N/A
WA
WA
190 I-W
WA
WA
WA
37D lbs
WA
WA
WA
WA
I WA
341 [be
442lee
580IM
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PAT] ERN ANU ANCRUR VALUt=� As I RC b IANUAKU LoLie.
FIGURE 1:
FIGURE 3:
FIGURE 4: FIGURE 5:
M •
FIGURE 2:
FIGURE 6:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
TABLE NOTES: -
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 16-B S.S. OR 410 S.S.
1.25" X 3.25X.6241
MULLION FOR
FIELD -MULLED UNITS
1.25' X 3.257'X .624'
MULLION FOR
FACTORY -MULLED UNITS
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Miami -Dade Product Control
oNv LrNN.�/.;�
LICENSE'•. �(�
No. 58705
�• tT OFF . ••���
T'. !(J.
A. LAU MIM P.E.
FL P,E.# 58705
TABLE 11A
Mullion Capacity Table (lbse)
ANCHOR CAPACITY
Opening Width (fdrvedically-spamting mullion) orOpening Height (forhotizordall"panning mullions)
ADJUSTMENT FORMULA:
' 50 in
60 in
70 in
g0 in
90 in
1006
120 in
140 in'
160 in
'
(D �)X ANCHOR CAP.,,e,,,,o\
Rectan Nor
Tra
Rectangular
T.Pfmang.
Rectangular
Trap/rriang.
Rectangular
Tmp/Tdang.
Rectangular
Trep/rdang.
Rectan9.1.
Trapllriang.
Rectenguler
Trap/rd.ng.
Rectangular
Trap/Triang,
Rectangular
RopMiang.
126 x 3.94
g
.
pTJE6163.1
MULLION CAP.,,o,,,,e,
X.
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,
Alum. Tub e
8
_.
8
.
.'c-_
_
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s
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.
5
_
=ANCHORCAP.,,,Mulllow
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:€.
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€.uau
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FORMULATOOBTAIN
.
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'THE "ANCHOR CAPACITY
d` c2
� >✓
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4` ii
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4` &f
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$ a'
3 1.2.2
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REQUIRED"CORRESPONDING
TOANACTUALPRESSURE
42 in
110.0
620
170.05
170.0
744
170.0
478
170.0
868
V0.0
506
170.0
992
170.0
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
48 In
170.0
708
170.04
170.0
850
170.0
584
170.0
992
173.0
630
170.0
1133
170,0
651
170.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170.0
680
t70.0
1983
170.0
680
110.0
2267
170.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER.
50.625 in
170.0
747
170A3
170.0
896
170.0
631
170.0
1046
170.0
694
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
75fi
170.0
2092
170.0
756
170.0
2391
170.0
756
THANTHE MULLION CAPACITY
64In
170.0
797
170.02
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
055
170.0
1913
170.0
661
170.0
2231
170.0
861
160.2
2403
170.0
861
(FROM THE TABLE) OF THE
60 in
170.0
605
170.01
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
9/4
170.0
1594
170.0
996
170.0
1771.
170.0
1033
170.0
2125
170.0
1063
148.3
2163
170.0
1063
129.0
2153
170.0
1063.
SELECTED MULLION. IT WILL
YIELD AMINIMUM ANCHOR
63 in
170.0
930
170.06
170.0
1116
V0.0
850
170.0
1302
170.0
940
170.0
1488
U0.0
1015
170.0
16T3
170.0
1076
170.0
1859
170.0
1122
156.9
2050
170.0
1169
134.5
2060
170.0
1171
117.7
2050
170.0
1171
CAPACITY WHICH MAY BE
co
661n
170.0
974
170.09
170.0
1169
170.0
903
170.0
1361
1T0.0
1002
170.0
1558
1T0.0
1086
170.0
1T53
770.0
1155
1T0.0
1978
170.0
1270
143A
1966
170.0
1275
122.6
1966
170.0
1286
10T.2
19fi6
170.0
1286
USED TOQ(IALIFY ADDITIONAL
72 in
170.0
1063
1T0.08
170.0
12T6
1T0.0
1009
170.0
1488
170.0
1126
770.0
1700
170.0
1228
154.1
173d
170.0
1315
138.7
1731
169A
1386
115.6
1734
155.9
1364
99.1
/734
150A
1352P
4
1502
1352ANCHOR
OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
0
76in
170.0
1122
170.0T
1T0.0
1366
170.0
tOBO
168,5
1556
110.0
1209
14T.4
1556
ifi52
1285
131.1
1556
1515
1266
117.9
1556
141.3
1251
983
155fi
128.3
1229
862
1356
1-3
12196
1212
1216
78 in
770.0
1151
170.01
770.0
1381
110.0
1116
155.9
1477
169.3
12d5
136.4
.id77
152.0
122d
1212
.1477
139.1
1206
109.1
1477
129.5
1191
90.9
1477
116.9
1169
77.9
1d77
110.E
11587T
109.31154
90In
1420
1110
14656
118.4
1110
123.9
9fiB
101.5
1110
f07.9
951
88.81110
96.3
93fi
78.9
1110
87.5
922
71.0
1110
B0.7
910
592
1110
T1.3
891
50.T
1110
65.6
BTB10
62.7
870
96 in
117.0
975
12032
97.5
975
101.5
B56
83.6
9T5
BB.3
842
7i2
975
10.5
829
65.0
975
T12
B17
58.5
975
65.4
807
68.8
975
57.4
709
d1.8
975
.3
7I65
493
T67
108 In
822
771
84.06
60.6
7T1
70.7
605
58.7
771
61.3
674
51A
771
64.3
664
46.7
T71
49.0
555
41.1
771
44.9
647
34.3.
771
38.9
632
29.4
771
35.0
6211
324
612
1111n
75.7
730
77.31
63.1
730
65.0
650
54.1
730
56.3
640
47.3
730
49.9
631
42.1
730
45.0
622
37.9
730
41.1
614
31.5
730
35.6
600
27.0
730
31.9
5B90
T9120In
59.9_
624
61.0
569
49.9
624
512
560
42.8
624
44.3
552
37.5
624
39.2
W
333
624
353
537
30.0
624
322
531
25.0624
27.7
519
21A624
24.6
5094
22.5
501
144 In
34.7
433
35.1
400
28.9
433
29.4
395
24.8
433
25.1
390
21.7
433
224
3B5
193
433
20.0
381
17.3
433
1B.T
376'
TARI_F 11R
SIDsIrAe
27k Commle -
3k Cmcrele
3.5kcam.
tionow CMU
Filled CMU
PTWood
Metal
Anchor
Capacity
ArcrorType
W16' Elco
Ullracm
114" Elco
Ultracm
3'16' DeWaft
Littman.
V4" 1) et
Uluacm+
6116' Elco
UOracon
3'1C El-
Ullydcm
1/4' Elco
UBram
DeW11
cm+
V I DeWall
Ullracm+
1/4-SS Elco
AggeGalor
5116' Eko
UI12con
V4' SS Elco
AggmCialor
#10 Sted
Scamt05)
012 SIeel
Scrca(G5)
012SIed
Scr (G5)
Qbs)
Edge Distance (.1
V
2-V2
1'
2-1/2'
1'
2-12'
1'
2-12•
3-118"
V
2-1/2
V
2-V72-1?
1'
2-12'
2
3718'
2'
0.48'
0.5T
0.32d'
Embedment IinT
1.3/4"
I -WV
1-3/4'
1-N4"
15/4"
15/4'
1-W4"
1-W4'
2'
1-1/4"
1-114"
1-1I4"
1-V4"
1-114'
1-V4"
1-1/4"
1-V4"
1-1I4-
Y'
1aB"
1-3m,
wales
2 Awho5®4.761 Min, at- I Standam
or OWet Up (Fig. 1)
390 lbs
390Ibs
450 Dos
890 Its
3101D5
630lbs
2201bs
8701bs
1644 lbs
2701bs
29010S
354lbs
740lbt
K2301bs
370lbs
320lbs
5BOIbs
37411E
664lbs
9461D5
341IDS
4421bs
560Ill4
Anchors @ 1.15' MIn O.C.I Standant
(orOffsel) Up (Rg.2)
4801bs
700 Its
NIA
NIA
320 0a
126011E
3701bs
WA
N/A
WA
380 U s
NIA
WA740
IDS
NIA
N/A
N/A
NIA
WA
®21m
ODE lbs
1120Ihs4
AMhoM@ WMln. O.C. I(2) 2t5 Angle Clips/(Fig. 3j
780lb5
78010s
680 lbs
1560 lbs
620 Ibs
12501m
4401bs
1740Ibs
1896 lbs
540lbs
660 Ms
N/A
7601bs
7401bs
640lbs
1160lbs
748lbs
8801bs
1892IDS
682lbs
8B51D5
112D IDs4
AnchOr @0.64'7din. O.C. I ULIip. Into.100'Alum.(Fig. 4)
NIA
WA
NIA
NIA
N/A
NIA
ILA
WA
NIA
WA
N/A
NIA
ILA
WA
N/A
NIA
NIA
N/A
WA
WA
NIA
12671bs1
AnchorI F-Cnp (Fig. 5)
195105
195 Ite
2251DS
4451bs
1551DS
3151bs
110 lbs
4351bs
822 ins
1351Ds
140 We
177 lbs
3701bs
1851ns
t6011s
2111bs
107lbs
3321bs
473 Ica
170 IDS
221 Ibs
280IDs
2Amhors@ 1.15' Min. O.C./F-c9p(Fig. 63
2401D5
350 Ins
NIA'
NIA
16DID5
6301bs
185IDs
WA
N/A
WA
too Ibs
N/A
WA
NIA
37016S
N/A
NIA
N/A
NW
WA
3411ts
4d21bs
560 ma
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '
FIGURE 1: FIGURE 2:
TABLE NOTES:
•' • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
j 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE4: FIGURES: FIGURE Bt
0 � �
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO Ad 301 SPECIFICATIONS. HOLLOWAND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6063-T6AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S,
1.25' X 3.94' X .624'
MULLION
PRODUCT REVISED
as cbmplytng with the Florida
Building Code
NOA=No. 20-0406.08
Expiration Date 05/26/2026
By 1?-'
Mlam -Dade Product Control
� ,.• �10ENgF
1k : No. 58705
A. LYNN I�IIILLER, P.E.
FL P.E.# 58705
TART F 19A
Mullion Capacity Table (lbsiit )
Opening Width (for verticany-spanning
mullions) or Opening Height (for horizontally-sparving mullions)
50 in
60 in
701.
80 in
90 in
tin in
120 in
140 in
160 in
27L 41L.25
Reetenguier
LoWing
Trep/111eng.
Loading
Reclangu.1
Loading
Trep?dang.
Loading
Rectangular
Loading
Tropl7iiang.
Loading
Radan9War
Loading
TreplTdang.
Loading
Recfanguar
Loading
Trap/Tdang.
Loadng
Rectanguar
Loading
Trep?darg.
Loading
Rectangular
Lowing
TrapRdang.
Loading
Rectangular
Loading
Tmp?dang.
Loading
Rectangular
Loadng
TreplTdan9.
Loading
Mum.Tuba
ci
2 �
sue,
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gv
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§9
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I
B.
ci
3
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�.�
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Irc
8
ci
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i�
a
f 1
�.
8. S
'9 �
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b.N
�'
4¢
i
�o
a
b$
rS �b
�rc
`°
G-��a-
'9 i4
��
bg'
ii
R
ka
3
3^
� -
�.
42 in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
508
170.0
992
170.0
519,
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
14881
170.0
521
170.0
1735
170.0
521
170.0
1983
170.0
521
481n
170.0
708
170.0
524
170.0
850
170.0
654
W0.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
660
170.0
1700
170.0
680
170.0
1983
170.0
680
170.0
2267
170.0
680
50.625 in
170.0
747
170.0
563
170.0
896
170.01
631
170.0
1046
170.0
684
1 170.0
1195
170.0.
723
170.01
1345
170.011747
170.0
1494
1 170.0 1
756
170.0
1793
1 170.01
756
170.0
2092
1 170.0
756
170.0
2391
170.0
756
.54 in
170.0
797
170.0
612
170.0
956.
170.0
691
170.0
1116
170.0
754
170.0
_1275
170.0
803[70.0
1434
170.0
a37
170.0
1594
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
661
170.0
2650
170.0
861
601n
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
110.0
878
170.0
1417
170.0
944
1594
170.0
996
170.0
1771
170.0
1D33
170.0
2125
170.0
1063
170.0
2479
170.0
1063
160.8
2680
170.0
1053
631n
170.0
930
170.0
745
170.0
Ilia
170.0
850
170.0
1302
170.0
940
170.0
1488
170.0
1016
1673
170.0
1076
170.0
1859
170.0
1122
170.0
2231
170.0
1169
166.7
2553
170.0
1171
145.9
2553
170.0
117l
§
661n
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
170.0
1558
170.0
1086
1753
170.0
1155
170.0
194E
170.0
1210
170.0
2338
170.0
1275
151.9
2437
170.0
1286
132.9
243-1
170.0
1286
C
m
72 in
170.0
1063
170.0
876
170.0
1275
170.0
1009
170.0
1488
170.0
1125
170.0
1700
170.0
1220
1913
170.0
1315
170.0
2125
1709
1387
145.6
2184
170.0
14BB
124.8
2164
170.0
1529
109.2
2184
170.0
1530
=
76 in
170.0
1122
770.0
837
170.0
1346
170.0
I080
'170.0
1570
170.0
1209
170.0
1794
170.0
I=19801421
148.6
1960
170.0
1505
123.8
1960
161.6
1548
108,1
1960
154.0
1635
9Z9
1960
152.7
1531
781n
170.0
1151
170.0
967
170.0
1381
170.0
1118
170.0
1611
170.0
1250
170.0
1842
170.0
1369
1861
170.0
1474
137.4
1881
163.1
1500
114.5
1661
147.3
1473
95.2
1861
139.8
1459
85.9
1861
137.6
1454
901n
170.0
1328
170.0
1144
149.1
1398
156.0
1219
127,8
1398
136.0
1198
111.8
1398
121.3
1179
09.4
13SS
110.2
1102
89.5
1398
101.E
1147
74.5
1398
89.8
1122
63.9
1398
8Z7
1105
55.9
1398
78.9
1096
981n
147.4
1229
151.5
1098
1211
1229
127.E
1079
105.3
1229
1112
11161
92.
Me
98.9
1044
81.9
1229
89.6
1029
73.7
1229
824
1016
61A
62J
1229
65.9
977
46.1
1229
62.1
967
1081n
103.5
971
105.8
877
88.3
971
89.0
862
74.0
971
772
849
U.
971
68.4
837
57.5
971
61.8
626
51.8
971
58.5
815
43.1
37.0
971
44W.�7
971
40.8
771
Ili In
95.4
919
97.3
832
79.5
919
81.9
819
68.1
919
70.9
806
59.
919
629
794
53.0
919
56.7
784
47.7
919
51.8
774
39.7
X73
34.1
919
40
919
37.1
732
120 In
75.5
786
Me
716
62.9
786
-64.6
705
53.9
786
55.8
695
47.2
786
49A
686
41.0
788
44.4
677
3T.7
7B8
40.5
6fi8
31.5
27.0
786
31786
28A
631
646
442
504
36.4
546
37.0
498
312
646
319
491
27.3
54fi
282
485
21.3
546
25.3
478
21.8
546
22.9
474
102
15.6
548
17
S4fi
15.5
448
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP,®) X /ANCHOR CAP.,,,,,,\
\MULLION CAP.,,",,,a,
=ANCHOR CAP._
USE THIS FORMULATO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED.TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
- Smstrele
27k Commle
3k Cmcrde
3.5k C0 .
H01lav OdU
FMMCMU
PTWODd
t4ctal
Anchor
Capacity
-
AnclorType
VIV Elco
Nn13cm
114-Elco
Ullmolacm.
DM.11
1/4'DEWalt
Uluacmt
WIG*Eko
Ultrecon
3/16'Elco
Ullman
1/4'Elm
Ullracm
3h6'DeWan
Ullracm•
1/4"DeWal
ullracm.
1141SS Elco
AggreGaior
511GEIco
Unracon
1/4'SSEIco
AggleGator
R705ted
Scmw(G5)
012SIMI
Sew(G5)
012SIW
Scrav(GS)
(Ibs)
Edge Distance(n)
1•
2-L2
1'
2-1122-Ire
1•
2-12'
3-1/3'
1•
2-92
1"
2N2
V
2-172
V
2-t/2
2
3-1/8•
2-
0.48'
OS6'
0.324'
Embedment on)
13/4-
13/4-
13/4'
13/4'
1314'
!-W
1314'
2•
1-114-
1-114'
1-114•
1.1/4'
1-114"
1-11r
1-1/4'
1-114'
1-114'
1-1/4'
2
i-318'
13/B'
.des
2 Anchors@ 4.75' Mm.O.C./ Standard crOirset Clip(Rg. 782j
390 lbs
39016s
450 lbs
89016s
630 Ibs
220 IbS
8701bs
1644 lbs
270 IDS
280 Me
3541bs
740ins
230lea
370 lbs
3201bS
5901bsFNIA
664 lbs
9461bs
3411ts
442 as
smIl
4 Anchors ® 261r Mtn O.C.1 Staa ndard (or Offset) Cnp (Fly. 3y
740 lbs
740l s
6W lbs
14851Ds
k3l0lbS
12601DS
4301D5
1730IDs
1424 lbs
IUA
mo lbs
N/A
6151bs
425 Its
740 lbs
575It s
11101bs8801bs
WA
6B2 Its
8851bs
1120Ibe
6 Anchos @ 1.71' MIn O.C. / Standard (orOffset) Clip Ing. 4y
885 ins
1050 lb
758 Ibs
1B461bs
1890lbs
bog Ibs
2558 lbs
NIA
WA
7051W
NIA
799 [s
606Its
1110 lbs
6191t5
14781Ds
NIA
WA
1022 lbs
13271bs
166011s
4 Archors@3-kiln. O.C./(2) 2r5 Angle Clips I(Fig. 5)
7801bs
78 bs
6601Ds
15Wtbs
12601ts
440 lbs
17401bs
18961bs
5401bs
560 IbS
NIA
760ls
46D Its
740 lbs
6401ts
1160 lbs
8B0 lbs
1892 lbs
682IbS
88511
11201m6
Archors (J 3•Mtn. O. C./(2) as Angle Clips I(Fig. 6)
IWOlbs
1170 lbs
1020lbs
2340Ibs
18901M
6601bs.
2610 lbs
2844113S
81 DS
840Is
NIA
11401bs
690Its
1110m5
960lbs
1740lbs
132D Ibs
2b3810s
102210s
1327 Ibs
168013
Anchos Q 1.34' Mtn.O.C./UZnp, mto.125"NUM.(Fig. 7y
NIA
WA
NIA
NIA
NIA
WA
WA
N/A
NIA
N/A
N/A
WA
N/A
WA
NIA
NIA
NIA
-
WA.
WA
NIA
0731
6Anchas@ a64' MIn.O.C. IULep, int0C12VAlum.(PIg.8j
NIA
WA
NIA
NIA
NIA
WA
WA
N/A
NIA
N/A
NIA
tUA
N/A
IUA
NIA
NIA
NIA
WA
WA
NIA
21 IDS
' 2Amh= ® 2AS' MIn. O.CJ F4:1,1p (Fig. Bk
3701bs
5/016s
3151bs
7431bs
3101bs
6301Ds
215IDs
065 Ills
7121bs
NIA
2801�
N/A
348 ins
2131Ds
3T0IDs
288Ibs
5551D54401bs
WA
341 Its
4423
Anchors Q 1.71'MIn O.CJ FCDD (Fig t0Y
d431bs
525 eo
379 Ibs
973 lbs
3531Ds
945lbs
304 ins
1279 lbs
NIA
WA
353 lbs
NIA
9Bs
291M
6551bs
90911s
739 lbs
NIA
WA
5111bs
664 Ibs
Bd0 ins
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANGKOR VALUES AS -I tit b IANUARU tour.
. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4:
• • • • • • r
'
TABLE NOTES:
• •
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
FIGURE 5:
FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • •
MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE
3) MULLION IN
•
• • •
OWING DIMENSIONAL ESTRICTIIONS SHOWN ON SHE S 21- 3. FIGUR S SHOW SUGGESTED. APPROXIMATE HOLCT
E
LE
HE FIELD OND
• •
FIGURE 7:
FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
•
• ' • (FIGURES 586)
MUST BE USED
MIN
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18
BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS.
GAUGE). STRUCTURAL STEEL TO
THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2' X 4' X .25' MULLION
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Miami -Dade Product Control
,�i
LYNA/�
z No.58705 3
:x
L
S AT OF P
A. LAWM ILLER\ P.E.
FL P.E.# 58705
TABLE 13A
Mullion Capacity Table IbslR2
Opening Width (for ver5raly-sparatng
mullions) or Opening Heigh! (for horizorltallysparvling mullions)
ANCHOR
ADJUSTMENT T FORMULA:
288x,26
501n
601n
701n
80 in
1 9010
100 in
120 In
140 in
160 In
(DP,,,�) X l/
`MULLIONCAP.,,v,,,,c�
Noten8uI
Leading
TraprTdang.
Loafing
Rectangular
Loadng
TrapRdeng.
Loadng
Rectangular
loading
TmprildanO-
Loading
Rectangular
Loadng
TroplTdeng.
Loading
Rectangular
Loading
TrepfTdana.
Loadng
Rectangular
Loadm9
Traplydeng.
Loading
Rectangular
Lowing
Trep7dang.
Loafing
Red neular
Loafing
TmpRdang,
Loafing
Rectangular
Loadng
TreplTdaeg..
Loading
Alum. Tube
Mullion
U
a
g.a
U.9
m2.
U
R�a`¢
R
Ua
S.
A
U
o�
.�
.m
U m
a
�•
A
U
e�
_
�o
A
U�
a.�
d`
m
U
c
_
��.
u
Ua
�@
s
�Ir
.q
U
=�
_
g=.
a c
U m
`'
¢`rc
U
_
�o
'A ^
s�
Uv
gm
dryd`¢
m
a
U
o
.5
.W ^
a
U9
��
t
r
8
S
U
o�
_
�_.
r
m m
ag
Ua
rs`
Q
¢`�
a
A
v
U
.off
3 .ffi
�o
a
v
Ua
`
.� '
drrc
�•
'a
o
U
`�
�_•
a
A 9
a�
Uv
`L
'�-
¢`¢d`do
a
a
U
=
_
r
"�
3v
r'
r
=�
_
I
Ua
o�
z•
'"
a
U
o�
_
r
'm
Uv
_ �-
A•
o�
_
r
o�
U9
t�
B•
2>
U
o�
_'o-
r
Un
2T
U
oee
r
��
Uo
t Q
U
a�
= .B�
a. -
r
�
U9
;.e
¢`¢
=ANCHOR CAP.,,,
USETfiISFORMULATOOBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
42 in
170.0
820
170.0
435'
170.0
744
170.0
478
170.0.
868
170.0
506
170.0
092
170.0
518
170.0
1116
170.0
521
170.0
1240
176.0
521
170.0
1488
170.0
621
170.0
1735
170.0
521
170.0
ISM
170.0
521
48In
170.0
708
170.0
524
170.0
850
170.0
584
170.0
092
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
880
170.0
1700
170.0
680
170.0
1083
170.0
680
170.0
2267
170.0
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
W0.0
1494
170.0
756
170.0
1793
170.0
756
1-10.0
2092
170.0
766
170.0
2391
170.0
756
THAN THE MULLION CAPACITY
541n
170.0
797
170.0
6f2
170.0
9S8
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
856
170.0
1913
170.6
861
170.0
2231
170.0
861
170.0
2550
170.0
861
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
601n
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1594
170.0
096
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
2479
170.0
1063
170.0
28M
170.0
1003
YIELD A MINIMUM ANCHOR
63 N
170.0
930
170.0
745
170,0
1116
170.0
fisD
170.0
1302
170.0
940
170.0
1488
170.0
1015
170.0
1673
170.0
1076
170.0
1659
170.0
1122
170.0
2231
170.0
1169
170.0
2603
170.0
1171
170.0
2975
170.0
1171
CAPACITY WHICH MAYBE
USED
a
fie In
170.0
!)74
170.0
789
170.0
1169
170,0
90J
1T0.0
1364
170.0
f002
170,0
i558
170.0
1088
170.0
1753
170.0
1155
170.0
1948
170.0
1210
170.0
2336.
170.0
1275
no.D
2727
vo.o
1288
17o.D
3tn
nD.o
126e
TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
u
72 to
170.0
1067
170.0
878
170.0
1275
170.0
1009
170.0
1488
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170:0113736Z6
0.0
2125
170.0
13e7
170.0
2550
170.0
1488
170.0
2975
170.0
152s
170.0
3400.
170.0
1530
ANCHOR CAPACITY TABLE.
=1
78In
170.0
1122
170.0
837
170.0
1348
170.0
1080
170.0
1f.70
170.0
1209
170.0
1794
170.0
1322
170.0
2018
170.0
0.0
2243
170.0
1505
170.0
2692
170.0
1629
170.0
3140
170.0
1694
170.c
3589
170.0
1705
M
781n
170.0
1151
170.0
987
170.0
1381
170,0
1116
170.0
1811
170.0
1250
170.0
1842
.170.0
1369
170.0
2072
170.0
0.0
2302
170.0
1564
170.0
2763
170.0
1700
170.0
3223
170.0
1777
170.0
3683
170.0
1798
-
901n
170.0
1328
170.0
1144
170.0
1594
170.0
1328
170.0
1859
170.a
1498
170.0
2125
170.0
1653
170.0
2391
170.D
0.0
2655
170.0
late
170.0
3188
170.0
2125
156,0
3413
170.012273
136.5
3413
170.0
2361
96 in
170.0
1417
170.0
1232
170.0
1700
170.0
1434
170.0
1983
170.0
16M
170.0
2267
170.0
1794
170.0
2550
170.D
0.0
2833
170.0
2095
160.0
3199
170.0
2338
137.1
3199
168.E
2470
120.0
3199
ISM
2428
1081n
170.0
1594
170.0
1409
170.0
1013
170.0
1647
170.0
2231
170.0
1570
170.0
2550
170.0
2078
164.8
2781
170.0
8.3
2781
161.9
2333
123.6
2781
140.4
2281
105.9
2781
125,9
2234
927
2781
116.0
2100
Ill in
170.0
1638
170.0
1454
170.0
1966
170.0
1700
170.0
2293
170.0
1932
170.0
2021
170.0
2149
151.8
2832
182.3
6.6
2632
148.4
2218
113.8
2632
128.4
2166
07.6
2632
115.1
2126
85.4
2632
108.3
2096
1201n
INTO
1771
170.0
1586
170.0
2125
170.0
1659
154.4
2252
15B.9
1991
135,1
2252
141.4
1964
120.1
2252
127.2
8.1
2252
116.1
1915
90.1
2252
99.8
1872
77.2
2252
88.9
1835
67.8
2252
B1A
1808
1441n
125.1
1564
126.E
1445
104.3
1584
106.1
1425
89.4
15134
91.5
1407
78.2
1584
80.7
1390
69.5
1584
72.3
6
1584
651
1358
52.1
1564
58.0
1330
44.7
i5B4
492
1305
39.1
7584
44.4
1283
ABLE 13B
Subsnele:
2.7k Concrete
3k Concrete
3.51, Co..
Hollow CMU
Filled CMU
PTWood
Metal
Anchor
Capacity
Anclnr Type:
X16- So.
Wmean
114' Son
Ullrecon
3/16' DeWalt
Ultmcoll+
114" DeWall
UllrecoM
5116' Eico
Uttracon
3116' Elca
UOracon
1/4' Eko
Us-.
3116' De 1
UttmcenF
114- De Walt
Ultrocon+
1/4' SS Eleo
AggrsGalor
5/16' Elco
Ullmcon
114' SS Elco
AggreGatcr
#10 Steel
Screw (G5)
912 Steel
Screw (G5)
412 Steel
Screw (G5)
(Ibs)
Edge DisUrme (In):
1"
2-12'
1'
'2-7?
1'
2-lrT
1'
2-112'
8-118'
1'
2-1/7
1
2Al2-
1'
2-112'
1 1"
2-1/2'
1 2-
3-1/8'
2'0.48'
0.54' -
-•0.324-
Embedment9nk
1-314-
13/4'
1-314-
144-
13/4-
1-&4-
1-14-
13W
2'
1-114'
1AW
1-1/4'
1-1/4-
L114"
1-114-
1-1/4'
1-114"
1-1/4'
1-1/4'
T
1318'
I -To,
series
wm 2 Ancl@4.75'MIn.O.G/Standam or Offset cap (Fig. 182):
390 Ins
3901hs
4501M
8901hs
3101bs
6301ns
2201bs
8701ns
18441hs
2701ns
280 lbs
3541ns
740 [be
230IM
370Ite
3201hs
580lbs
37416s
664 lbs
.Wins
11bs
442 IM
6601bs
4 Anchors ® 4.68' Min. O.C. 1 Standard (or Onset) Clip (Fig. 3)
7801bs
780 lbs
900 Ibs
17801b5
62D Ite
1260 Ins
440 lbs
1740lbs
32321bs
540 He
560 Ibs
708 Ibs
1480 lbs
4601bs
740 Ibs
6401bs
11601bs
74816s
127216s
16921ns
682lbs
885 lbs
11201bs
8 Anchors ®1.71' Min. O.G/ Slanclord(or Offset) Cup (Fig. 4)
1180 lbs
1400 Ibs
1010 lbs
2595 lbs
940lbs
2520 ibs
810 lbs
3410-Ibs
WA
WA
94016s
WA
1065lbs
675lbs
1480Its
825 lbs
1970 Its
WA
WA
WA
13831bs
1770lbs
22401bs
4 Anchors �3'Min. O.C.!(2)2r5Angle Gips!(Fig. S):
7BOIbs
7801bs
BBD Its
1660 the
6201bs
1260 Ins
4401ns
1740 lbs
1896lbs
5401bs
560@s
WA
7601bs
4601ns
7401ns
640 lbs
11601ns
748 Ibs
800lbs
18921bs
6821hs
BBS Ibs
1120 Ins
8 Anchors @ 3' Min. O.C.I (2) 2c5Angle Gips / (Fla' 6)
15601bs
1560 Dos
13601bs
31201hs
1240Ibs
2520 Ibs
880 Ibs
3480Ibs
37921ns
1080 Ibs
1120 Ins
WA
1520 Ibs
920lbs
1480Ibs
1280 Its
2320 gn
1496 Ibs
17601bs
3784 Ibs
1363 Ibs
1770Ite
2240lbs
12 Anchors ® 1.5' Min. O.C.! (2) 245 Angfe Clips I (Rg. 7):1
16601bs
210010s
14401ns
37BODAI
1260 Me
N86E
1200Ibs
51001bs
WA
WA
1320 Ite
WA
1500lbs
960lbs
22201bs
11401bs
28801hs
NIA
WA
WA
2045 Ibs
2654lb.:
3360lbs '
4Amtcrs ® 1,34- MN. O.C.11/-Glp, Into.12S Alon (Fig. ek
WA
WA
WA
WA -
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA -
WA
WA
WA
WA
WA
WA
1430lbs
B Ancicrs Qa 0.84' Min. O.C. / llpip, into .125 NIa1t (Fig. ey
WA
WA .
WA
WA
WA
WA
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
2881 lbs
2 Anchors 4.68' Min. O.C.1 F-GIp(Rg. 10):
3901bs
3901hs
45016s
8901bs
3t01bs
630lbe
2201bs
670 lbs
16181hs
2701ns
280 He
3541bs
MIMS
2301be
370 Ins
3201bs
6801bs
3741bs
8381bs
9481bs
34116s
4421bs
5801n4
4ArchomQ!.71'MIn.O.C/F-Glp(Fig.11):
5901bs
7001hs
5051ns.
12981h
4701Ds
12601ha
4051bs
170516s
WA
WA
470-be
WA
5331es 1
3Mms,
740 Ibs1-413Ibs
I S85 lbs
I N/A I
NIA
WA
682lbs
885lbs
11201ns
c. rvn r nc vrrora CLIP. USE Inc SAME ANCHOR PA, I ERN AND ANCH R V„LUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1:
•
•
FIGURE 5:
FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURE e: FIGURE 9: F.GURE 10: FIGUREII: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. 'FOR EXACT DIMENSIONS, SEE SHEETS
• • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIL
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATE
• • • • • • 5 -7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.
MUST BE USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK 18 GAUGE). STRUCTURAL STEEL
• •. • • • • • • PAIRS. BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S
0
CO
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Explratlon Date 05/26/2026
By 0-�.
Miami -Dade Product Control
�'0I NY LYNV 1''%,,
...........
• L\CENSF'•, ���
No. 58705
�O�',• STATE OF
SS, JCG�.
,� RIVAL
A. LYfJ}' M111L@i, P.E.
FL P.E.# 58705
TALI C 1AA
Mullion Capacity Table Ibstfe
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.,o,_
(D �) X ( )
MULLION CAP•,dvu
.Opening Width (for vertically -spanning
mullions) orOpening Height (for hod2nntally-spanning mullions)
501n
601n
701n
80 in
90In
1001n
120 in
140 in
160 In
126" x 2.11"
Reolengular
toadbg
Traprrdang.
Loading
Rectangular
Loading
- TraprTdarg.
Loading
Rectangular
Loaaog
TrapRdang.
Loading
Rectangular
Loading
TrspTdarg.
Loading
Rectangular
Loading
TrepRdang.
Loadl g
Redan9War
Loading
TrspRdang.
Loading
Rectangular
Loading
TraprTriang.
Loading
Rectangular
Loading
Trepridang.
Loading
Rectangular
Loadbg
TrapRdang.
Loading
x.125" Alum
Tube Mull
�.
3`
fi.�
a
a.-.
s.
3
a .
aq..
t1`
a
y
a
A
3.
g"
a
c
�$
6-
g
r
a
S
�,g
a
a..
!3o
�¢,
d`�d
-
iP
f�.
i•
3
d`
a
a
ri
E
a
A^
2Sa
d`¢
A
i
E
a
u"o
d`a
r
B
s
f�
a
3&
d`¢
z•
i4
f�
a
3�
t
d`
i5
21
2^
i$a
d�a
t•
i4
.�
Jo
a•
�9
d`a�
A
ci
s
f�
^
3o
d`rc"
n
f4
s
Eo
0�
dC gal
g•
o
9 -
E�'
r
��
d`d
ci
g
n
ci$
gyp.
d`aY
�•
3
E�
z•
cif
d`o�
ci
s -
s�.
.3 ."
�`
dp
a
s
2^
tG
dC Oa''
=ANCHOR CAP.,,
USE THIS FORMULA TO OBTAIN
THE ANCHOR CAPACITY
REQUIRED- CORRESPONDING
TO AN ACTUAL PRESSURE
FOR THE
421n
144.2
626
167.0
428
120.2
526
148.9
419
103.0
526
138.9
414
9D.1
526
134.6
411
80.1
526
134.1
411
72.1
626
134.1
411
60.1
526
134.1
411
61.5
52B
134.1
411
45.1
528
134.1
411
-481n
96.6
403
108.0
333
80.5.
403
94,7
325
69.0
403
66.4
320
60.4
403
81.4
317
53.7
403.
79.1
315
48.3
403
78.6
314
40.3
403
78.6
314
34.5
403
7A6
314
30.2
403
78.6
314
REQUIREMENT
OPENING, WHEN IT IS LOWER
50.625In
82.3
362
91.0
301
Me
362
79.3
294
58.8
362
71.9
289
51.5
362
67.2
286
45.7
362
64.6
284
41.2
361
Me
283
34.3
362
63.6
283
29.4
362
63.5
283[13.4
362
63.5
283
THAN THE MULLION CAPACITY
$
64 In
67.8
318
74.1
267
55.5
318
64.2
261
4S5
318
67.7
256
42.4
318
53.5
253
37,7
318
50.8r170
318
49.5
249
28.3
318
49.1
248
24.2
318
49.1
248
318
49.1
248
(FROM THE TABLE) OF THE
SELECTED MULLION. R WILL
a601n
_
49.5
258
53.1
219
41.2
258
45.7
214
35.3
258
40.7
210
30.9
258
37.2
207
275
258
34.9
258
33.4
203
20.6
258
32.2
201
1 7. 7
258
32.2
201
258
32.2
201
YIELD A MINIMUM ANCHOR
-�
63 in
42.7
234
45.6
200
35.6
234
39.1
995
30.5
234
34.7
192
26.7
234
31.6
189
23.7
234
29.4
234
28.0
164
17.8
234
26.6
183
15.3
234
26.5
183
234
28.6
183
CAPACITY WHICH MAY BE
g
66 in
37.2
213
39.4
183
31.0
273
33.7
179
26.5
213
29.8.
176
23.2
213
27,0
173
20.8
213
25.1
[211.4
213
23.7
169
15.6
2t3
22.2
167
13.3
213
22.0
168
213
220
166
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
72 in
28.6
179
30.1
155
239
179
25.6
152
20.4
179
226
149
17.0
179
20.3
147
15.9
179
18.7
ANCHOR CAPACITY TABLE.
76 in
24.3
161
25.4
140
20.3
161
21.6
137
17.4
161
19.0
135
15.2
161
17.0
133
_
78 N
225
152
' 23.5
133
1S8
162
19.9
131
16,1
152
17.5
128
Substrate:
2.7Ir Concrete
3K Concrete
3.5k Conc.
Hollow CMU
Filled (TAU
I PT Wood
Anchor
Capacity
Anchor Type:
3116' Elco
Ullracon
1/4' Elco
Ullracon
3116" DeWalt
Ullracan+
114" Dowell
Ullraeon+
5115' Elco
Ulbecon
3/16' Elco
Ultrecon
1/4' Elco
Ulm'.
3116' De Walt
Ullracon+
114' DeWalt
UIt oW+
1/4' S3 Elco
AlgreGalar
5118' Elco
Ullrecon
if4' SS Elco
AggreGaWr
IX10 Steel
Screw (GS)
#12 Steel
Screw (GS)
a
itb6)
Edge Distance (in):
1'
2-i!Y
1•
2-1@'
1'
2-12'
1" 2-1/2'
1118'
1'
2.1/2-
1'
2-1127
T 2.1/Y
1'
2-1rC
2'
&1/8'
2'
0.48
0.54
Embedment (In):
1314`
1314'
I-W
1-14-
1.3/4-
1J14'
1-3/4' 1-3/4'
Y
1-1/4'
1-114'
1-1/4'
1-114'
1.1/4' 1-114'
1.1/4'
1-174-
,1-114
i-1l4'
2'
1-378
13/8
" 4 Anchors ® 3.' Min. O.C. / (2) 215 Angle Clips / (Fig, 1):
780 0s
7B0Ibs
680lbs
1560 ms
620 Ibs
12601bs
4401bs 17401be
18961bs
5401bs
56016s
WA
7601os
46D Ibs T40 IDs
6401bs
1160 Ns
74B Ibs-
880Ihs
1892 @s
6821bs
8851bs
• ' TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
PRODUCT REVISED
as complying with the Florida.
Building Code
-NOA-No. 20-0406.08
Expiration Date 05/26/2026
By - J
Miami-Dado Product Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE..
.
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
2.116"
[
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .
ANGLE CUP MUST BE USED IN PAIRS.
AND GROUT
.125"
; •� �Ql • „ I ! /�i
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW -FILLED
CONCRETE.BLOCKUNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
r
1
�'�,.L(GENgF'•,��
'•
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM OF .125"
QS-•'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1.26" X 2.11'X .125" MULLION
•��
No. 58705
LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
(INTEGRAL FIN MULLION)
= %+
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
_ N�-� _
O `(V�
=�o
GTAT o
.
/ONAL(' �:
A. LYNN MILLER, P.E.
FL P.E.# 58705
TARI FIFA
Mullion Capacity Table (Ibs/It")
ANCHOR CAPACITY
_ Opening Width (for%edically-sparring tnU ions) or Opening Height (for horizoritally-spanring mXions)
ADJUSTMENT FORMULA:
3.26" 30
SDI.
60In
701n
601.
Sol.
too in
129 in
140 in
160 in
ANCHOR CAP.,�,,-
(OP,m)X ( )
MULLION CAP.,m,,,,",
Rectan0uler
LoeSng
TrapRden9•
Loafing
ReclengWer
Loading
TrapRAeng.
Loadn 9
Rectangular
1-- g
TraplTAan9•
Loafing
Rectangular
Loadri g
TmpRdan9•Reelangular
Loadn 8
Loa �l9
TreplTtlang•
Loadn 8
Rbctanguar
Loafing
TmpRdang.i
Load. 9B
tangular
adin
TrapfTdang.
L-lri e
ReelanOWar
Loadn 9
TrepRAanB.
Loadn 9
'Rectangular
Loadng
TrsplrAane-
IaadlnB
DEG. AL
BAY MULL
r
•°
;r
min
L!
d`a'
r
Ec
r
m ^
r
fir a:e
r
.m
=
a
X'
d`K
r
- .�
�e
r.
R4
"
¢`rc
r
rs
-
Ee
r
a
a�
d`rc
r
.n
�E°.
r
g
d`d
r
"
�c
x
g
d-K
r
-
Ee
r
d`C
r
fc
r
a�
u'J
o,
g
arc
r
A
s
5g
f
r
.q
3$
t•
y
d`o'
r
a
4i
6`s
�e
r
3
r�
`
¢`�
r
ci
��
Ea
r
��a
riau�
zQS.t'
d`�.
r
a
dam¢
r
a.
0
€�
g'e
r
1i
t
fir a°I
r
r9
S£
jg '"
fir✓'
r
m
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,`�_�
d"al
r•
u
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r
m ^
ci
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r
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8
frc
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t�
d'-�
)_•
8
�"cl
y
��u
r
aB
u�
t�
P
d`I`e
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
421n
170.0'
620
170.0
435
170.0
744
170.0
478
170.0
.888
170.0
506
170.0
092
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
5210
1488
170.0
521
170.0
1735
170.0
521
149.1
1740
170.0
621
48 in
170.0
708
170.0
524
170.0
WD
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
INS
170.0
677
170.0
1417
i70.0
680
1522
170.0
680
130.E
ISM
170.0
680
114.2
1522
170.0
68D
OPENING, WHEN IT IS LOWER
60.625In
170.0
747
170.0
50
170.E
896
170.0
631
170.0
1046
170.D
684
170.0
1195
170.0
723
170.0
1345
170.0
747
1642
1443
170.0
756.9
1443
170.0
756
117.3
1443
170.0
756
1026
i443
170.0
75a
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE .
_
64 in
170.0
797
170.0
912
170.6
S56.
170.0
691
170.0
1116
170,0
754
170.0
1275
170.0
803
160.4
1353
170A
637
144.3
1353
170.0
656.3
1353
170.9
861
103.1
1353
170.0
861
902
1353
170.0:
061
SELECTED MUWON.(TWILL
601n
170.0
885
170.0
701
170.0
1063
170.0
797
167.0
1218
170.0
879
146.1
1218
170.0
944
129.9
1218
159.8
M6
116.9
1218
152.1
9244
1218
146.1
913
6.5
We
148.1
913
73.1
1218
146.1
913
YIELDAMINIMUMANCHOR
CAPACITY WHICH MAY BE
63 in
170.0
930
170.0
745
170.0
1116
170.0
850.
1502
1150
160.8
933
131.4
1150
153.0
914
116.8
1150
141.9
898
105.1
Me
134,2
8856
1150
126.7
871
75.1
1150
1262
870
65.7
1150
126.2
870
USED TO QUALIFY ADDITIONAL
sue.
66In
170.0
9i4
.70.0
789
152.4
1D48
165A
881
130.6
ISO
146.6
664
114.3
1048
133,1
850
101.8
1048
123.4
$39
81.4.
1048
116.6
8302
1048
109.4
821
65.a
1048
1082
818
57.1
Ica
108.2
Bill
ANCHOR OPTIONS FROM THE
e
m
721n
140,8
BBO
147.9
784
117A
880
128.0
748
100.6
880
110.8
734
88.0
880
100.0
722
78.2
68D
92.0
712
70.4
880
88.2
7037
880
792
693
50.3
BBO
76.5
888
44.0
b80
76.4
688
ANCHOR CAPACITY TABLE.
'J
75 in
119.7
790
125.1
690
99.8
790
106.4
676
65.5
790
93.3
60
74.8
790
83.9
662
66.5
790
76.9
643
59.9
790
71.7
6359
780
65.1
r24
42.8
790
62.1
619
37.4
790
61.6
617
E
781n
110.8
760
115.5
657
923
750
98.1
644
79.1
750
85.9
632
69.2
750'
77.1
621
61.5
750
70.6
612
55.4
750
65.7
605
750
59.4
594
39.6
750
562
588
34.6
750
65.5
586
90In
72.1
563
74.4
500
60.1
5B3
629
491
51.5
553
54.8
483
4&1
'563
48.9
475
40.1
-563
44.4
468
36.1
563
40.9
462
30.0
563
362
452
25.8
563
33.3
445
22.5
583
31.6
442
961n
59.4
495
61.1
443
49.6
495
51.5
435
424
495
44.8
427
37.1
495
39.9
421
33.0
495
36.1
415
29.7
495
33.2
409
24.8
495
29.1
400
21.2
495
26.6
394
18.6
495
25.0
390
108 in
41.7
391
42.6
353
34.8
391
35.9
348
29.8
391
31.1
342
26.1
391
27.6
337
23.2
391
24.0
333
20.9
391
228
32a
17.4
391
19.7
321
14.9
391
17.8
M5
111 in
38.4
370
39.2
335
320
370
33.0
330
27.5
370
28.6
325
24.0
370
25.3
320
21.4
370
228
316
19.2
370
20.9
312
16.0
370
18,1
305
t2D In
30.4
317
30.9
289
25.3
317
26.0
284
21.7
317
22.5
280
19.0
317
19.9
276
16.9
317
17.9
273
1441n
17.6
220
17.8
203
substrate:
27k Concrete
3k Concrete
3.5k Cone.
Hallow CMU
Poled CMU
PT Wood
Metal
Anchor
Capacity
AnclnrType.
3116' Etc.
Ullracon
1/4' Elco
1111recon
311V DeWalt
Ultrecon+
114" D.Well
Ultmcen+
UW E -
Ullrec.n
3116' E1co
llltmcon
1!4" FJco
Ultracca
3116- DeWalt
Ultracen+
1W DeWalt
UllmconS
1W SS FJco
AggreGator
Sib• Elco
Ulpacon
1W SS Eleo
AggreGator
#10 Steel
Screw(G5)
912 Steel
Screw (G5}
012 Steel
Screw (GS)
(Ibs)
Edge DLsterce (In):
1'
2.1?
1'
2.11Y
1'
2-1/Y
1'
31/e"
1'
2-1lY
1'
2-1/T
1"
2-112'
1'
2.1IY
Y -
31f8'
Y
0.48'
0.54"
0.324'
Embedment Qn):
1-3l4'
1-3/4'
13l4'
1314'
1-3I4'
1�14"
1-874"-3/4'
Y
i-IW
1-U4'
1-114"
1-1/4'
1.114-
1-1/4'
1-114'
1-1l4'
1-1ld•
1-1l4•
Y
1-3/8'
1-3f8'
lades
2Anehom ® 5' Min. O.C./ (2)
2r5 Angle Cflp / (Fig. tt
390lbs
390 Ibs
450 lbs
880lbs
3101bs
6W bs
22016s016s
F-1/Y
17001bs
270lbs
280 IM
354Ibs
7401bs
230 Ibs
3701hs
3201trs
5801hs
374 ins
T201Ds
9481bs
34116s
4421bs
6so Ibs
4 Arrctnrs ®3.5' M(n. O.C. / (2) 9r5 Angle Cgps / (Flg. 2)
7801hs
7801bs
7901bs
167D Ibs
6201bs
12801�
44010s401bs
25251bs
5401bs
5601bs
NIA
112010s
480 IDs
7401Ds
8901bs
11601bs
748 @s
BBO IM
1B921bs
88210.s
BBS Ihs
i1201hs6
Anct w (M 2.71" Min. O.C. / (2) as Angle Cries / (Fla. 31
11201bs
11201bs
M nn
2246lbs
930 lbs
1890 Ibs
648lb-981bs
2254 Ibs
WA
840 Ibs
WA
10591bs
648 Ibs
11101bs
8791bs
t876 Ib9
WA
1320 Ihs
WA
10221hs
132711ii '
16Be lbs
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.06.
Expiration Date 05/26/2026
By .0, Y-
Miami -Dade Product Control
FIGURE 1:
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
ttllf ill!
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125"
a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. �tCENSF
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. : •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3.250" * No. 58705
FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEAM] NIMUM OF .126'
e e THICK. STEEL STUDS TO 9E A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL BEAT 30. gpy • :� /2U •'
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION O� TATEEE OF .
r. THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. �i(�S •F�ORIDP. • G��`
S
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. /////!0NAL
A. LYt�INiMIL119 t, P.E.
{ FL P.E.# 68705
TABLE 16A
Mullion Capacity Table Ibste
ANCHOR CAPACITY
3.26" 46
- Opening Width (for vertically-sparetirg
millions) or Opening Height (for torizontaiVspan ing mdliorls)
ADJUSTMENT FORMULA:
( ANCHOR CAP
(DP-) Is-
' 60I4
60 in
701n
80 In
90 in
lost.
12(I In
1401.
160In -
R. tangular
Loading
TraplTdang.
loading
Rectangular
Loadng
Tin an0.
l,oadng
Rectangular
Loading
TreplTdeng.
Loading
Rettangularr
Loafing
Trep/Tdeng.
Loading
Rectangular
Loading
TreplTAen9•
Loafing
Reclenguler
Loadng
TreplTdang.
Loading
Rectangular
Loading
TrepRdeng.
Loadng
Rectangular
Loadutg
Trep?rien8•
Loading
Rectangular
Loading
Trep/7neng.
Loading
DEG. AL
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:=ANCHnRCAP--
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
azm
170.0
620
tto.o
a35
no.o
7aa
nD.o
ale
nD.D
efie
tta.o
sDe
na.D
e92
no.o
s19
170.0
1116
nD.9
521
tto.D
lzao
ttD.o
szt
no.o
lase
nD.o
sz1
no.o
173s
nD.9
szt
1fi9.3
1871
n9.D
sz1
481n
170.0
708
170.0
524
170.0
850
170.0
584
170.0
892
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
fan
170.0
680
163.7
1637
170.0
680
140.3
1637
170.0
680
122.8
1637
170.0
680
OPENING, WHEN IT IS LOWER
50.625In
170.0
747
170.0
503
170.0
898
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345.
170.0
747
170.0
1494
170.0
766
147.1
1552
170.0
756
125.1
1552
170.0
756.
110.4
1552
170.0
756
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
64 In
170.0
797
170.0
612
170.0
956
170.0
69t
170.0
1116
17a0
764
170.0
1275
170.0
gas
170.0
1434
170.0
837
1662
1455
170.0
858
129.3
1455
170.0
861
110.8
1455
170.0
861
97.0
1455
170.0
861
SELECTED MULLION. ITWILL
60 in
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
157.1
1309
170.0
9"
139.7
1309
170.0
996
125.7
1309
163.5
994
104.8
1309
157.1
982
89.8
1309
157.1
982
78.6
1309
157.1
02.
'YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE
631n
110.0
. 930
170.0
745
i70.0
1116
170.0
850
1629
1247
170.0
940
142.5
1247
164.5
983
126.7
1247
152-6
965
114.0
1247
144.3
952
95.0
1247
1362
Me
81.4
1247
135.7
935
71.3
1247
135.7
935
USED TO QUALIFY ADDITIONAL
�
66 in
170.0
974
170.0
769
170.0
1109
170.0
903
148.4
1190
103.7
905
129.9
1190
147.9
845
115.4
1190
136.5
928
103.9
1190
128.4
914
86.6
1180
119.5
ass
74.2
1190
118.1
893
64.9
1190
118.1
893
ANCHOR OPTIONS FROM THE
'
C
a
721n
161.8
1010
188.8
877
134.7
1010
144.6
859
115A
1010
127.2
842
101.0
1010
114.7
828
89.8
lots
105.6
817
80.8
1010
98.9
8117
67.3
1010
90.8
795
57.7
1010
87.8
79D
60.5
1010
87.7
789
ANCHOR CAPACITY TABLE.
�
76 N
137.4
908
143.8
792
114.5
808
122.0
775
68.1
808
107.1
781
85.9
006
96.2
749
78.3
808
882
738
637
906
82.3
729
57.3
908
74.7
718
49.1 -
808
71.2
710
429
906
70.8
708
�
781n
727.1
861
1325
754
105.9
881
1112.5
738
90.8
861
98.6
725
179.4
881
88.5
713
70.6
867
81.0
703
fi3.8
Bet
75.4
694
530
061
68.1
681
45.4
881
64.5
675
78.7
861
63.7
672
'
90 1n
82.7
646
68.9
646
72.1
564
59.1
646
62.9
554
51.7
648
56.1
545
40.0
648
50.9
537
41.4
646
47.0
530
34.5
646
41.6
519
20.6
648
382
511
25.9
046
36.5
507
96 in
68.2
568
58.8
568
59.1
499
48.7
568
51.4
491
42.6
568
45.8
453
37.0
568
41.4
476
34.1
568
38.1
470
28A
565
33.4
459
24.3
568
30.5
462
21.3
568
28.7
447
1081n
47.9
449
39.9
449
412
399
342
449
.35.7
393
29.9
449
31.7
387
28.6
449
28.6
'382
23.9
449
20.1
377
20.0
449
22.7
388
17.1
449
20.4
381
15.0
44g
18.9
356Jilin
44.1
425
1150B
38.8
425
37.9
379
31.5
425
32.8
373
27.6
425
29.1
387
24.5
425
262
362
22.1
425
24.0
358
18.4
425
20.7
350
15.8
425
18.6
343
1201n
34.9
364
29.1
364
29.8
326
24.9
364
25.6
321
21.8
364
228
317
19.4
364
20.5
313
17.5
364
18.7
309144
In
202
253
16.8
253
17.1
2W
'
SubstmW
I27k Concrete
3k Concrete
Follow CMU
Fdled CMU
PT Wood
Metal
Anchor
Capacity
MclarType:
3/18' ENo
Ullreoon
114" Elco
Ullrecon
3116 DaWall
Uibacom
114" Dewalt
Ullrecont
3116, Elco
Ullrecon
114" Elw
UlVacan
3116 wall
Ullrecont
1W DeWall
Ulbaconr
114' SS Elco
Aggn:Galor
5116' Elco
UlVacon
1/4" S8 Etco
AggreGatar
410 $feel
Screw (GS)
e12 Steel
Screw`(G5)
#12 Steel
Screw (GS)
(Ihs)
- Edge Dislaroe (n):
1'
2-1r2"
1'
2-112"
1'
2-1/2"
1'
2-12
1'
2-11T
1'
2-1/7'
P -
2-1/2'
1'
,2-112
7
3.118'
Y
0.48'
D.W
0.324'
Embedmerd (in):
1.314'
1.T4'
1-W4"
1-/4'
1.714'
1314"
1-314'
1-3/4"1.114'
p2!525
1-1/4'
1.114"
t-Ile
1-1/4'
1-114'
1.114'
1.1/4'
1-114"
1-114'
S
1-3/8"
1-3/8".
red.
2 Anctars®S.MIn O.C./(2)
2r5 Angle Clips/(Flg. 1J'
3901hs
3901bs
4501bs
8901bs
310 lbs
630 lbs
220IW
are lbs
2701bs
2801bs
354 Iba
740 lbs
2301bs
3701bs
320Ibs
5801Ce
374 lbs
7201bs
9461bs
3411bs
4421bs
5600s
4 A.M. Q 3S Min O.C. / (2) 2,5 Angle Clips / (Fig.. 2}
7801bs
7801bs
790 ibs
16701bs
6201bs
12601bs
4401bs
1740165
5401be
6801bs
N/A
71201bs
46016s
7401Ds
e401hs
11601bs
7481hs
- BBO lta -
18921bs
6621bs
8851bs
1120 Ibs6
Anctmrs @ 271' Min. O.G/ (2) 2z5 Angle CBps / (Fi9. 3k
11201bs
11201bs
9581Ds
22481hslbs
18931bs
2598 1bs
WA
8401bs
WA
10591bs
648 Oa
1710 Ws
We Ibs
1678Ibs
WA
13201bs
WA
70221bs
13271hs
1880Ibs
FIGURE 1:
FIGURE 2:
FIGURE 3:
• • • • • •
ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL.STEEL TO BE AT
LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY STEEL, 18.8 S.S. OR 410 S.S.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By 0'�
Mlaml-Dade Product Control
FC,'•.• LICENSE •.•(�� '
y : No. 50705
ErOF
A. LYNNIM111 P.E.
FL P.E.# 58705
.375"
MIN.
.375"
MIN.
-}-{ f--.125"
II
STANDARD CLIP
2.000"
6063-TB ALUM.
XSECTION
11
r.125"
L
5.500"
CUTHERETO
.37
3.125"-1 CREATE F-CLIP, SEE
MI
_
DETAIL F; SHEET
r
r---------1
r•--------I
I I
I
I I
A
L L_
STANDARD CLIP
6063•T6 ALUM..
CENTER OF ANCHOR HOLE MUST UE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16".
OFFSET CUP
6063-T6 ALUM.
TOPVIEW
}y [-.125"
II
2.125"
U-CUP
I 6063-TB ALUM.
XSECTION
125"J �
--1 .740" I--
.338" MIN.
A I U-CUP
6063-T6 ALUM.
TOPVIEW
Z
NTEROF ANCHOR
LEMUSTUETHIN THE DASHED
BOUNDARY. SEE
SHEETS 5.17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1116".
TABLE B
1° X 2.75" X .650" MULLION
6063-T6 ALUM.
XSECTION
2X5 ANGLE CUP
6063-TB ALUM.
2.000" XSECTION
L .125"
1.25° X 3.188" X 26S MULLION
6063-T8 ALUM.
XSECTION
I-5.000"
I .375' MIN.. ,
�--'---------------- 2X5 ANGLE CUP
_ 6063-T6 ALUM. -
TOPVIEW
CENTER OF ANCHOR HOLE MUST UE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + 1/16".
Mull Dimension (sheet#)
PGT Part#
.
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1" X2" X.125" (5)
66605
666113M
6661118M
666243M
666511M
1" X2" X.376' (6)
666006
666114M
6661119M
666244M
666512M
1" X2.75' X.375" (7)
66607
666115M
6661120M
666245M
666513M
V X 2.7b" X.650"(8)
66608
666116M
6661121M
666246M
666514M
1" X3.125" X.5W' (9)
66637M
6661116M
6661114M
666242M -
666515M
1.25' X3.188" X.265" (12)
66641
6661117M
6661113M
666241M
666516M
1.26" X2.11" X.125" (18)
69370
N/A
WA
WA
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value Ors)
For Mullion:
A
1.625,
VB X2" X.125°
Aluminum
Tube Mullion
2.664
C
0.895
D
0.740
A
1.125 .
Aluminum
Tube Mullion
B
2-404
C
0.635
D
0.490
A
1.875
V X2.75°" X
.375AIUminum
Tube Mullion
B
3.000
C
0.757
D
T.11B
A
1.312
1" X2.75° X
.650.'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.000
V X 3.125' X
.500" Alum
Tube Mull
B
2.637
C
0.863
D
1.137
A
2.625
1.25° X 3.188°
X.265" Alum
Tube Mull
B
3.262
C
0.862
D
1.762
A
1.813
1.26" X2.11° X
.121" Alum
Tube Mull
PRODUCT REVISED
as complying withtheFlorlda
Building Code -
NOA-No. 20-0406.08
Expiration Bate 05/26/2026
By z:r"�.
Mlaml-Dade Product Control
LYIVN
No. 58705
0 •.. STATE OF
`'•'t ORIOP,.•''
0
s70AJAL
A LYU01N1111 P.E.
FL P.E.# 58705
1.25' X 3.25" X .100" 1.25" X 3.25" X .624".
MULLION MULLION
6005-T5 ALUM. 6005-T5 ALUM.
XSECTION XSECTION
2.661"
1 1.377'-.-A •125"
1 /
I
.125"
30'
3.250 45" E
30' BAY MULLION I 606
6063 T6 ALUM. I X
X-SECTION I I
NOTES:
q.
.125" STANDARD CLI
2.000" fi083T8 ALUM
XSECTION
I
.12
740'
rt
II
2.125"
U-CUP
I
6063-TO ALUM.
X-SECTION
125"�
4" X .375"
-
'%MULLION
CUTHERETO
�
6083-T6 ALUM.
05
375" 3.125"-j _CREATE F-CLIP, SEE .375"
XSECTION
MIN. 1 DETAIL F. SHEET4
1.250"
I I I I
I I I I I
1 I I I
1 I 1 I
I 1 I I I
I 1 I 1
2.875"� 1 _-_ _-_ I
I I I I F
3.94"
I I I I I
I I I 1
I I I I
.100"
I I I I
I
_ ____-_- I �_______�
.624"
L STANDARD CLIP
-�-
TER OF ANCHOR HOLE MUST LIE 6063•TS ALUM.
ZVC.J-1
�-1 .820"
HINTHE DASHED BOUNDARY. SEE TOPVIEW
1.25' X 3.94" X.624'
SHEETS 10-17 FOR THE ANCHOR O.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
6005-T5 ALUM.
DIAMETER: ANCHOR DIAMETER +1/18'.
XSECTION
TIIC
.226"
•375"
MIN.
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.375"
II
I
1
I
11
I
I
I
H
I
I
I
OFFSET CLIP
6063-T6 ALUM.
TOPVIEW
ms
2.0) 0" 2X5 ANGLE CUP
063-T6 ALUM.
X-SECTION ,j25"
€35t
L
W
Z
n
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE -
J
DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR - .'
HOLE DIAMETER: ANCHOR DIAMETER +1116'•
LLI
y
p
5.000" . 1 .375"
7
O
0
-
T.375"
CENTER OF
ANCHOR HOLE
I
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
F
SHEETS 10-17
FOR THE
ANCHOR O.C.
DISTANCE.
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER + 1/16.
U-CUP
6063-T6 ALUM.
TOPVIEW
TABLE C
Dimension
Value (In)
For Mullion:
F
3.687
1" X4" X
.125
G
1.000
H
2.680
Aluminum
1
3.000
Tube Mullion
F
3.187
1"X4"X
G
0.757
.375"
Aluminum3.000
2430
Tube & "T'
2.250
1.25X3.25"
ftH
0.750
X.100"
Aluminum
1.500
3.250
Tube Mullion
TABLE D
r--------------------- 1
I I
I I
t I
I I
I I
I 1
I I
I I
I I
I 1
I I
I I
TABLE C, CONT.
Dimension
Value On)
For Mullion:
F
-1.936
T073.25"
X.624"
Aluminum
Tube Mullion
G
H
1
0.500
1.438
3.250
F
G
2625
1.125
1.25" X3.94"
X.624"
Aluminum
Tuhe Mullion
H
I
1.500
3.250
F
2813
30' Bay Mull
F
1 2.875
45' Bay Mull
MIN.
2X5 ANGLE CUP
6063-T6 ALUM.
TOPVIEW
Mull Dimension
(sheetN)
PGT Part#
Mullion
Sid. Clip
Offset Cllp
U-Cllp jAngIeCIIp
1" X4' X.125" (10)
69384
666111M
6661122M
666241M.1
666518M
1"X4'.X.375' (11)
66610
666112M
6661123M
666242M
656519M
P X4' X.375"T (111
1.25-X3.2SX.100"(13)
66653
20160/20312
666112M
6661127M
6661123M
6661124M
666242M
666241 OM
666519M
6665115M
1.25' X3.26' X.624' (14)1
20161/20315
6661128M
6661125M
6662411M
6665116M
1.25" X3.94' X-624" (15)
20162
6001117M
6061126M
666241M
666517M
30 Degree (19)
66849
WA
WA
WA
6865110M
45 Degree (20)
1 66650
1 WA
NIA
WA
6665111M
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.08
Expiration Date 05/26/2026
By
Miami-Dado Product Control
NY LT1V/)J '-'//
R No.58705
�Q�'• STATE OF0
S G
'/'".S'ONAL 1E, \\.
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE E
Mull Dimension
(sheet#)
PGT Part#
Mullion
Std. CIIp
U-Clip
Angle Clip
2" X4" X.25"(16)
66602
666261M
666271M
6665112M
2" X6" X.25" (17)
66604
666262M
666272M
6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
4.009'
2' X 4" X-.25"
MUWON
6063-T6 ALUM.
XSECTION
2'X 6'X25°
MULLION
6063-T6 ALUM.
XSECTION
.375',
MIN.
AC-
.375"
MIN.'
q.-
�
STANDARD CLIP
2.000° I 6063-TB ALUM.
%SECTION
.125"
1.490"- -I
5.500"
CUT HERETO
3.509' - CREATEF-CUP,
rC _ SEE DETAIL F,
SHEET
.375'
MIN
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3.43
L- STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE MU115 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16.17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
5.500"�
CUT HERETO
3.500"-^i CREATE F-CLIP,
_ SEE DETAIL F, .375"
r SHEET4 MIN.
--------
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STANDARD CLIP
6063-T6 ALUM.
TOP VIEW
E Ce u
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F. E�3 .§g�
U-CLIP 2X5ANGLECLIP `� � mg! m
2.125" 6063-T6 ALUM. 6063-T6 ALUM. s w
X-SECTION 2.000" XSECTION
LL� N
.125" t .125" g p
CD
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.375" - �- MIN. m Z ran W
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U-CLIP, 6063-T6 ALUM. 2X5 ANGLE CLIP U= Q 7 0
SED FOR 2'. X 4' MULLION. SHEET 76 CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM, a Z m� U
TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW `�1
CENTER OF ANCHOR HOLE MUST LIE SHEETS I6-17 FOR THE ANCHOR O.C.gg��
-WITHIN THE DASHED BOUNDARY. SEE DISTANCE. MAXIMUM ANCHOR HOLE o O-� �-�
DIAMETER: ANCHOR DIAMETER +1/76'. PRODUCT REVISED
SHEETS 16-17 FOR THE ANCHOR O.C.
-DISTANCE. MAXIMUM ANCHOR HOLE as complying with the Florida
DIAMETER: ANCHOR DIAMETER + 1l16". Building Code
5.000" NOA-No. • 20.0406.08
rr .375' Expiration Date 05/26/2026
. MIN.
375"
-- -- By
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I I I Miami -Dade Product Control
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3" I 5.438" I _ j 11 11171 i
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- I j .375"
-- L--------------------- I MIN. _ D G•z
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U-CUP 2X5 ANGLE CLIP i,�s '•F<ORIOn,.• \C\�
6063-T8 ALUM. 6063-T6 ALUM. �i S/ • • �G ���
USED FOR 2• X 6" MULLION, SHEET 17 TOPVIEW /
TOPVIEW A. LYNW VAMI P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
7Y
MULLIO
LENGTH
NO ANCHORS
N
IN HEAD,
SEE
SEE
FENESTRATION
DETAILS,
PRODUCTS
SHEETS
APPROVAL
2-3
4
4
SEE
DETAILS.
SHEETS
2-3
NOANCHORS INWNDOWSILL
32 I 37
--I MULL NIDTH
OPENINGWOTH
EXAMPLE 2: MULTIPLE MULLIONS
�38', HORIZ UL HORIZ
MULLLENGTH MULL LENGTHj
OPENING WIDTH FOR VERTICAL MULL
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF.
d
^ C
• 1) INITIALLY ASSUMING THATA 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCING SHEET 25; THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSFAND WOULD
E 3 3 F F
NOT BE SUITABLE FOR THIS APPLICATION. '
FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72', OPENING WIDTH = 70-) HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
a
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4BTO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORSAND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
J
Nn'
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS +/.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE. EXACT DESIGN PRESSURE OF 60 PSF.
636 LBS 1
(60 PSF) X ( 72 7 PSF / = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
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THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-31W. THE OPENING REQUIRES A
v to
DESIGN PRESSURE OF+50.OF55.0 PSF. -
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OO
FOR THE VERTICAL MULLION:
Z Q
• 1) INITIALLY ASSUMING THAT 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1=105" AND THE OPENING WIDTH IS 36"+36"+1" -73". REFERENCING SHEET25.
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THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
� In g O C
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
J
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
W CL y Y
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
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U
FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+¢g4,7 PSF WHICH EXCEEDS THE REQUIREMENTS
Q
d e ll.l z y V
$
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
m O s.0
D= -0:
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73'AS PREVIOUSLY
o
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
PRODUCT REVISED
THE 73" DIMENSION (35-12"+35-1/2"+2"=73").
as complying with the Florida
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
Building Code
NOA-No. 20-0406.08
CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8% CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE..
USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF2-1/2- GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
Expiration Date 05/26/2026
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
By'r7
-
Miami -Dade Product Control
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .25D" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT= 120') HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8-
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE.B", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH
(4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
111 I 1 ! ,
ANCHOR CAPACITY OF 521 LBS.
��� It LYAI
��
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR
��: •'• L1GENgF'•,
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
ANCHOR TYPE IS A #12 STEEL SCREW.
x : No. 58705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;—
�) '•,
•lV��
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
C) •.,• ATE F .'
THE LOWEST DESIGN PRESSURE IS+/-6q.7 PSFAND WOULD APPLY TO ALL OFTHE MULLIONS.
i�(C '•. F/ORIDP,.•'�C��
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
ONAL
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A. Ll/t4N mil LLIEf�, P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 58705 .
HINGED
DOOR
EXAMPLES OF RECTANGULAR LOADING:.
lrz�xPW
F�—�
I
pl
II
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
-
�1
_
P1,081:11p
oII_
-----1
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDAL/IRIANGULAR LOADING:
H-111
� a
SGD
LOADING OF HORIZONTAL MULLIC
1
I
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I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION /
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW
I
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LOADING OF (2) HORIZONTAL MULLIONS
I
P
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1
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1
1
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
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HINGED
....
LOADING OF HORIZONTAL MULLION
IP/
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MULLION
L U
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to
LOADING OF VERTICAL MULLION
. 2
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-'0406.08
Expiration Data 05/26/2026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
MULLION Miami-Dado Product Control
NOTES:
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
PW BE DETERMINED, USE
RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
LOADING OF HORIZONTAL
MULLION
LYNiv4���'%
��"\�;.•' LICENSE: • Il(�F
No. 58705
�O�'• S A OF C(�`
%� SRO• ` �����
A. /L�YN 46fi; b.E.
FL P.E.# 68705